HomeMy WebLinkAbout11-22-21 Council Workshop
To join Zoom meeting, click here.
Meeting ID: 894 3635 5904
Passcode: 547842
To join with mobile:
1-253-215-8782
CALL TO ORDER
Mayor Barb Tolbert
PLEDGE OF ALLEGIANCE
ROLL CALL
Mayor Barb Tolbert – Wendy
APPROVAL OF THE AGENDA
Mayor Pro Tem Jan Schuette
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS
WORKSHOP ITEMS – NO FINAL ACTION WILL BE TAKEN
1. Development Agreement with N.W. Custom Aircraft Hangars, LLC ATTACHMENT A
Staff Presentation: Paul Ellis / Steve Peiffle
Council Liaison: Michele Blythe
2. Gilman Walk Final Plat ATTACHMENT B
Staff Presentation: Amy Rusko
Council Liaison: Mayor Pro Tem Jan Schuette
3. Prairie Creek/BNSF Culvert Design Contract ATTACHMENT C
Staff Presentation: Jim Kelly
Council Liaison: Debora Nelson
4. Ordinance Amending the 2021 Budget and Modifying the 2022 Budget ATTACHMENT D
Staff Presentation: Kristin Garcia
Council Liaison: Mayor Pro Tem Jan Schuette
5. October Financial Report ATTACHMENT E
Staff Presentation: Kristin Garcia
Arlington City Council Workshop
Monday, November 22, 2021 at 7:00 pm
6. October Community and Economic Development Report ATTACHMENT F
Staff Presentation: Marc Hayes
7. IT Security Awareness Training
Staff Presentation: Tony Orr
ADMINISTRATOR & STAFF REPORTS
MAYOR’S REPORT
COMMENTS FROM COUNCILMEMBERS/COUNCILMEMBER REPORTS
PUBLIC COMMENT
For members of the public who wish to speak to the Council. Please limit your remarks to three minutes.
REVIEW OF CONSENT AGENDA ITEMS FOR NEXT MEETING
EXECUTIVE SESSION
RECONVENE
ADJOURNMENT
Mayor Pro Tem Jan Schuette / Mayor Barb Tolbert
City of Arlington Council Agenda Bill Item: WS #1 Attachment A
enter into this agreement to ensure that the multi-year construction of the hangar project will be conducted in a timely
conditions of any permits issued, are strictly adhered to. Timely and sequenced construction of the project, which requires ongoing project status reporting. Implementation of performance and maintenance securities. A provision to apply liquidated damages should that become necessary. Because the Development Agreement and the Lease Agreements for both Lots 404-A and 404-B are closely integrated, each agreement provides support to the other, ensuring protection of the City’s interest. The Airport Commission, at their November 9, 2021 meeting, recommended approval by City Council, of both the Development Agreement and the leases for Lots 404-B and Lot 404-C Note: Both building plans and civil plans have expired for this project, and will require that new plans be submitted for
City of Arlington Council Agenda Bill Item: WS #2 Attachment B
and the Development Agreement approved by City Council on July 7, 2020. All city code requirements have been met to proceed with final plat. The Termination of Easement Agreement removes previous roadway easements from 1930, 1968, 2009, and 2011. The Resolution accepts the Dedication of Right of
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
1
DEDICATION
KNOW ALL MEN (PERSONS) BY THESE PRESENTS THAT THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, BEING THE PLAT OF
GILMAN WALK CITY FILE NO. PLN#892 HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS,
AVENUES, PLACES AND EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE PLAT AND THE USE FOR ANY AND ALL PUBLIC
PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES
FOR CUTS AND FILLS UPON LOTS, BLOCKS, TRACTS, ETC. SHOWN ON THIS PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE STREETS,
AVENUES, PLACES, ETC. SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER
MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. ALSO, ALL CLAIMS FOR DAMAGE AGAINST ANY
GOVERNMENTAL AUTHORITY ARE WAIVED WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION,
DRAINAGE, AND MAINTENANCE OF SAID ROADS.
FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE
DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHTS-OF-WAY TO HAMPER PROPER
ROAD DRAINAGE. THE OWNER OF ANY LOT OR LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE RECORDING OF
THE PLAT, MUST MAKE APPLICATION TO AND RECEIVE APPROVAL FROM THE DIRECTOR OF THE DEPARTMENT OF PUBLIC WORKS FOR SAID
ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE
UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER, AFTER ACQUIRING A CULVERT
PERMIT FROM THE CITY OF ARLINGTON COMMUNITY DEVELOPMENT, IF REQUIRED
TRACTS P AND Q ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF ARLINGTON UPON THE RECORDING OF THIS PLAT.
TRACT C IS HEREBY CONVEYED TO DALE DUSKIN THE OWNER OF SNOHOMISH COUNTY TAX PARCEL NUMBER 31050100301300 UPON THE
RECORDING OF THIS PLAT.
TRACTS A, B, AND E-0 ARE HEREBY GRANTED AND CONVEYED TO THE GILMAN WALK HOMEOWNERS ASSOCIATION (HOA) UPON RECORDING
OF THIS PLAT SUBJECT TO AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND CONVEYED TO THE CITY OF ARLINGTON. OWNERSHIP AND
MAINTENANCE OF SAID TRACTS CONSISTENT WITH CITY CODE SHALL BE THE RESPONSIBILITY OF THE HOA UNLESS AND UNTIL TRACT
OWNERSHIP BY ALL LOTS WITHIN THIS SUBDIVISION IS AUTHORIZED PURSUANT TO A FINAL PLAT ALTERATION. USE OF SAID TRACTS IS
RESTRICTED TO THAT SPECIFIED IN THE APPROVED FINAL PLAT. THE HOA AND THE OWNERS OF ALL LOTS WITHIN THE SUBDIVISION SHALL
COMPLY WITH THOSE CITY REGULATIONS AND CONDITIONS OF FINAL SUBDIVISION APPROVAL SPECIFIED ON THE PLAT. THE HOA SHALL
REMAIN IN EXISTENCE UNLESS AND UNTIL ALL LOTS WITHIN THIS SUBDIVISION HAVE ASSUMED COMMON OWNERSHIP OF SAID TRACTS. IN
THE EVENT THAT THE HOA SHOULD BE DISSOLVED, THEN EACH LOT SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE
TRACTS PREVIOUSLY OWNED BY THE HOA AS WELL AS RESPONSIBILITY FOR MAINTAINING THE TRACTS. MEMBERSHIP IN THE HOA AND
PAYMENT OF DUES OR OTHER ASSESSMENTS FOR MAINTENANCE PURPOSES SHALL BE A REQUIREMENT OF LOT OWNERSHIP, AND SHALL
REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. THIS COVENANT SHALL BE BINDING UPON AND INURE TO THE BENEFIT OF
THE HOA, THE OWNERS OF ALL LOTS WITHIN THE SUBDIVISION AND ALL OTHERS HAVING ANY INTEREST IN THE TRACTS OR LOTS.
DECLARANT DECLARATION
FURTHER THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND
DEDICATE THE SAME FOR A COMMON INTEREST COMMUNITY NAMED GILMAN WALK, A PLAT COMMUNITY, AS THAT TERM IS DEFINED IN THE
WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON UNIFORM COMMON
INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC PURPOSE. THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW AND THE
DECLARATION FOR GILMAN WALK, RECORDED UNDER SNOHOMISH COUNTY AUDITOR'S FILING NUMBER
.
THIS SUBDIVISION, DEDICATION, DECLARATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS.
IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS THIS _____ DAY OF _______________, 20_____.
LGI HOMES-WASHINGTON, LLC,
A WASHINGTON LIMITED LIABILITY COMPANY
BY:
TIMOTHY BRUGGMAN
ITS:OFFICER
CITY OF ARLINGTON APPROVALS
CERTIFICATE OF APPROVAL OF PUBLIC IMPROVEMENTS
I HEREBY CERTIFY THAT ALL STREETS SHOWN ON THIS PLAT ARE WITHIN THE CITY OF ARLINGTON PLANNING JURISDICTION, ALL STREETS AND
OTHER PUBLIC IMPROVEMENTS SHOWN ON THIS PLAT HAVE BEEN INSTALLED OR COMPLETED TO CITY STANDARDS OF THAT THEIR
INSTALLATION OR COMPLETION (WITHIN 12 MONTHS AFTER THE DATE BELOW) HAS BEEN ASSURED BY THE POSTING OF A PERFORMANCE
BOND OR OTHER SUFFICIENT SURETY, AND THAT THE SUBDIVISION SHOWN ON THIS PLAT IS IN ALL RESPECTS IN COMPLIANCE WITH TITLE 20
OF THE ARLINGTON MUNICIPAL CODE, AND THEREFORE THIS PLAT HAS BEEN APPROVED BY THE PUBLIC WORKS DIRECTOR.
EXAMINED AND APPROVED THIS _____ DAY OF ____________, 20___.
PUBLIC WORKS DIRECTOR, JAMES X. KELLY
CERTIFICATE OF SUBDIVISION APPROVAL
I HEREBY CERTIFY THAT THE SUBDIVISION SHOWN ON THIS PLAT IS IN ALL RESPRECTS IN COMPLIANCE WITH TITLE 20 OF THE ARLINGTON
MUNICIPAL CODE, AND THEREFORE THIS PLAT HAS BEEN APPROVED BY THE COMMUNITY AND ECONOMIC DEVELOPMENT DIRECTOR, SUBJECT
TO ITS BEING RECORDED IN THE SNOHOMISH COUNTY REGISTRY WITHIN 60 DAYS OF THE DATE BELOW.
EXAMINED AND APPROVED THIS _____ DAY OF ____________, 20___.
COMMUNITY AND ECONOMIC DEVELOPMENT DIRECTOR, MARC HAYES
CERTFICATE OF COUNCIL APPROVAL
I HEREBY CERTIFY THAT THE CITY COUNCIL REVIEWED AND APPROVED THIS FINAL PLAT FOR RECORDATION ON
_______________________________________________
MAYOR OF ARLINGTON, BARBARA TOLBERT DATE
CERTIFICATE OF CITY TREASURER
I HEREBY CERTIFY THAT ALL MONIES AND DEBTS PERTAINING TO THIS SUBDIVISION WERE PAID TO THE CITY OF ARLINGTON THE _________
DAY OF ____________2021.
FINANCE DIRECTOR/CITY TREASURER, KRISTIN GARCIADATE
SNOHOMISH COUNTY TREASURER'S CERTIFICATE
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE
BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING ________ TAXES.
__________________________________________________ BY: __________________________________________________
TREASURER, SNOHOMISH COUNTY DEPUTY COUNTY TREASURER
PARCEL NUMBER: 31050100302200 & 31050100300200
AUDITOR'S CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF LGI HOMES-WASHINGTON, LLC., THIS _____ DAY OF __________, 20___, AT _____ MINUTES PAST
_______ M, AND RECORDED IN VOLUME ____ OF PLATS, PAGE ________; AFN ______________________ RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
__________________________________________________ BY: __________________________________________________
AUDITOR, SNOHOMISH COUNTY DEPUTY COUNTY AUDITOR
ACKNOWLEDGMENT
STATE OF WASHINGTON )
) SS.
COUNTY OF SNOHOMISH )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIMOTHY BRUGGMAN IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE/THEY) WAS/WERE AUTHORIZED TO
EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OFFICER OF LGI HOMES-WASHINGTON, LLC, A WASHINGTON LIMITED LIABILITY
COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED:__________________________________________
SIGNATURE: __________________________________________
(PRINT NAME)_________________________________________
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,
RESIDING AT _________________________________________
MY APPOINTMENT EXPIRES __________________________
SURVEYOR'S CERTIFICATE & ACKNOWLEDGMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENT OF THE
SURVEY RECORDING ACT AND ARLINGTON MUNICIPAL CODE 20.16.360(d) (4) and 20.16.370(5). AT THE REQUEST OF LGI HOMES-WASHINGTON,
LLC. ON THE DATE OF THE SIGNATURE. I HEREBY CERTIFY THAT THIS PLAT OF GILMAN WALK IS BASED UPON AN ACTUAL SURVEY AND
SUBDIVISION OF SECTION 1, TOWNSHIP 31 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, THAT THE BEARINGS AND DISTANCES ARE
CORRECTLY SHOWN; THAT ALL INFORMATION REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT IS SUPPLIED
HEREIN; AND THAT ALL HORIZONTAL AND VERTICAL BOUNDARIES OF THE UNIT LOTS, TO THE EXTENT SUCH BOUNDARIES ARE NOT DEFINED BY
PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP.
____________________________________ _____________
CHRISTOPHER SHANE BARNES DATE
PROFESSIONAL LAND SURVEYOR
CERTIFICATE NO. 35145
STATE OF WASHINGTON )
)
COUNTY OF KING )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHRISTOPHER SHANE BARNES IS THE PERSON WHO APPEARED BEFORE
ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY
ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED _________________________________________________
_______________________________________________________
(SIGNATURE OF NOTARY)
_______________________________________________________
(LEGIBLY PRINT OR STAMP NAME OF NOTARY)
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON,
RESIDING AT _____________________________________________
MY APPOINTMENT EXPIRES __________________________________
SHEET INDEX
SHEET 1 DEDICATION, DECLARATION, ACKNOWLEDGEMENTS, CERTIFICATES, INDEX, APPROVALS.
SHEET 2 LEGAL DESCRIPTION, RESTRICTIONS OF RECORD, NOTES, RESTRICTION, COVENANTS, EASEMENTS.
SHEET 3 SURVEY CONTROL, SITE BOUNDARY, EXISTING EASEMENTS.
SHEET 4 WESTERLY PORTION OF THE PLAT MAP SHEET.
SHEET 5 CENTRAL PORTION OF THE PLAT MAP SHEET.
SHEET 6 EASTERLY PORTION OF THE PLAT MAP SHEET.
SHEET 7 DETAILS SHOWING TRACTS A, B AND K IN THEIR ENTIRETY.
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
AFN ____________________________________________________
GILMAN WALK PREPARED FOR LGI HOMES-WASHINGTON, LLC.
20, JULY 2020 BY MEAD GILMAN AND ASSOCIATES
SITE ADDRESS: 604 E. GILMAN AVE. ARLINGTON WA. 98223
INDEXING
SECTION 1, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.
1
ADRESSING TABLES
ADRESSES
LOT #STREET
1 22401 N ACLAZAR AVE
2 22403 N ACLAZAR AVE
3 22405 N ACLAZAR AVE
4 22407 N ACLAZAR AVE
5 8301 E GILMAN AVE
6 8303 E GILMAN AVE
7 8305 E GILMAN AVE
8 8307 E GILMAN AVE
9 8309 E GILMAN AVE
10 8311 E GILMAN AVE
11 8313 E GILMAN AVE
12 8315 E GILMAN AVE
13 8317 E GILMAN AVE
14 8319 E GILMAN AVE
15 8321 E GILMAN AVE
16 8323 E GILMAN AVE
17 8416 GILMAN WAY
18 8414 GILMAN WAY
19 8412 GILMAN WAY
20 8410 GILMAN WAY
21 8408 GILMAN WAY
22 8406 GILMAN WAY
23 8404 GILMAN WAY
24 8042 GILMAN WAY
25 8316 GILMAN WAY
26 8314 GILMAN WAY
27 8312 GILMAN WAY
28 8310 GILMAN WAY
29 8308 GILMAN WAY
30 8306 GILMAN WAY
31 8301 GILMAN WAY
32 8303 GILMAN WAY
33 8305 GILMAN WAY
34 8307 GILMAN WAY
35 8309 GILMAN WAY
36 8311 GILMAN WAY
37 8313 GILMAN WAY
38 8315 GILMAN WAY
ADRESSES
LOT #STREET
39 8317 GILMAN WAY
40 8319 GILMAN WAY
41 8401 GILMAN WAY
42 8403 GILMAN WAY
43 8405 GILMAN WAY
44 8407 GILMAN WAY
45 8409 GILMAN WAY
46 8411 GILMAN WAY
47 8413 GILMAN WAY
48 8415 GILMAN WAY
49 8502 E GILMAN AVE
50 8504 E GILMAN AVE
51 8506 E GILMAN AVE
52 8508 E GILMAN AVE
53 8510 E GILMAN AVE
54 8512 E GILMAN AVE
55 8514 E GILMAN AVE
56 8516 E GILMAN AVE
57 8518 E GILMAN AVE
58 8520 E GILMAN AVE
59 8522 E GILMAN AVE
60 8524 E GILMAN AVE
61 8526 E GILMAN AVE
62 8601 E GILMAN AVE
63 8603 E GILMAN AVE
64 8605 E GILMAN AVE
65 8607 E GILMAN AVE
66 8609 E GILMAN AVE
67 8611 E GILMAN AVE
68 8613 E GILMAN AVE
69 8615 E GILMAN AVE
70 8701 E GILMAN AVE
71 8703 E GILMAN AVE
72 8705 E GILMAN AVE
73 8707 E GILMAN AVE
74 8709 E GILMAN AVE
75 8711 E GILMAN AVE
76 8713 E GILMAN AVE
ADRESSES
LOT #STREET
77 8715 E GILMAN AVE
78 8717 E GILMAN AVE
79 8719 E GILMAN AVE
80 8721 E GILMAN AVE
81 8602 E GILMAN AVE
82 8604 E GILMAN AVE
83 8606 E GILMAN AVE
84 8608 E GILMAN AVE
85 8702 E GILMAN AVE
86 8704 E GILMAN AVE
87 8706 E GILMAN AVE
88 8708 E GILMAN AVE
89 8710 E GILMAN AVE
90 8712 E GILMAN AVE
91 8714 E GILMAN AVE
92 8716 E GILMAN AVE
93 8723 E GILMAN AVE
94 8725 E GILMAN AVE
95 8727 E GILMAN AVE
96 8729 E GILMAN AVE
97 8801 E GILMAN AVE
98 8803 E GILMAN AVE
99 8805 E GILMAN AVE
100 8718 E GILMAN AVE
101 8720 E GILMAN AVE
102 8722 E GILMAN AVE
103 8724 E GILMAN AVE
104 8726 E GILMAN AVE
105 8728 E GILMAN AVE
106 8730 E GILMAN AVE
107 8732 E GILMAN AVE
108 8802 E GILMAN AVE
109 8804 E GILMAN AVE
110 8806 E GILMAN AVE
111 8808 E GILMAN AVE
112 8810 E GILMAN AVE
113 8812 E GILMAN AVE
114 8814 E GILMAN AVE
115 8816 E GILMAN AVE
Exhibit A
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
2
LEGAL DESCRIPTION
FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO 500120478, REVISION 1 DATED 6 AUGUST 2021.
PARCEL A (PARCEL NO. 31050100302200)
LOT 1 OF CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT NO. 639 RECORDED UNDER AUDITOR'S FILE NO. 202008195001,
RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF GOVERNMENT LOTS 6, 9 AND 10 AND THE SOUTHWEST QUARTER OF
SOUTHWEST
QUARTER OF SECTION 1, TOWNSHIP 31 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN.
PARCEL B (PARCEL NO. 31050100302200)
LOT 2 OF CITY OF ARLINGTON BOUNDARY LINE ADJUSTMENT NO. 639 RECORDED UNDER AUDITOR'S FILE NO. 202008195001,
RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF GOVERNMENT LOTS 6, 9 AND 10 AND THE SOUTHWEST QUARTER OF
SOUTHWEST
QUARTER OF SECTION 1, TOWNSHIP 31 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN.
PARCEL C (PARCEL NO. 31050100300200)
PARCEL 1 OF SNOHOMISH COUNTY BOUNDARY LINE ADJUSTMENT NO. 09-103170 BA RECORDED UNDER AUDITOR'S FILE NO.
200909220393 AND DELINEATED ON RECORD OF SURVEY 200909225008, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, BEING
A
PORTION OF GOVERNMENT LOTS 6, 9 AND 10 AND THE SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP
31 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN.
ALL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.NOTES, RESTRICTIONS, COVENANTS
1.NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE RE-DIVIDED AND SOLD EXCEPT IN CONFORMANCE WITH RCW
CHAPTER 58.17, AND ALL APPLICABLE ZONING ORDINANCES OF THE CITY OF ARLINGTON.
2.ALL LANDSCAPED AREAS IN PUBLIC RIGHTS-OF-WAY SHALL BE MAINTAINED BY THE OWNER(S) OR THEIR
SUCCESSORS(S) AND MUST BE REDUCED OR ELIMINATED AT THE REQUEST OF THE CITY OF ARLINGTON IF DEEMED
NECESSARY FOR ROAD PURPOSES.
3.THIS LAND IS WITHIN THE INFLUENCE OF THE ARLINGTON MUNICIPAL AIRPORT, ON WHICH AERONAUTICAL ACTIVITIES
AS DEFINED BY RCW CHAPTER 14.08 AND ARLINGTON MUNICIPAL CODE TITLE 14 ARE AND MAY BE CONDUCTED,
INCLUDING OVER FLIGHT ACTIVITIES AND ACTIVITIES CREATING NOISE IMPACTS ON THE PROPERTY.
4.SUBDISTRICT D OF THE AIRPORT PROTECTION DISTRICT RESTRICTIONS:
A.NO USE MAY BE MADE OF THE PREMISES WHICH CAN OR DOES INTERFERE WITH USE OF THE AIRPORT
BY AIRCRAFT BY REASON OF:
a.ELECTRICAL INTERFERENCE WITH NAVIGATIONAL SIGNALS OR RADIO
COMMUNICATIONS AT THE AIRPORT OR WITH RADIO OR ELECTRONIC
COMMUNICATIONS BETWEEN THE AIRPORT AND AIRCRAFT OR AIRCRAFT TO
AIRCRAFT;
b.THE EMISSION OF FLY ASH, DUST, VAPOR, GASES, OR OTHER FORMS OF EMISSIONS THAT MAY
CONFLICT WITH PLANNED OPERATIONS OF THE AIRPORT;
c.LIGHTING CONDITIONS, HEIGHT OF ANY STRUCTURE OR APPURTENANCE, OR ANY USE WHICH
MAY ATTRACT BIRDS.
B.THE CURRENT OWNER OF THE PROPERTY IS REQUIRED TO SIGN AN AIRPORT DISCLOSURE NOTICE AND
HAVE THAT NOTICE RECORDED WITH SNOHOMISH COUNTY. THE RECORDED NOTICE MUST BE RETURNED
TO THE AIRPORT OFFICE PRIOR TO ISSUANCE OF THE LAND USE PERMIT. NOTICE MUST BE SIGNED TO
VERIFY THAT THE PROPERTY OWNER IS AWARE OF THE CLOSE PROXIMITY OF THE AIRPORT AND THE
EFFECTS AIRPORT TRAFFIC MAY HAVE ON THE PROPERTY.
6.ALL EXTERIOR LIGHT, INCLUDING STREETLIGHTS, SHALL BE DOWN SHIELDED.
7.ALL LANDSCAPED AREAS IN PUBLIC RIGHTS OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION OR
THEIR ASSIGNS AND MAY BE REDUCED OR ELIMINATED IF DEEMED NECESSARY FOR OR DETRIMENTAL FOR CITY
ROAD PURPOSES, WITH APPROVAL FROM THE CITY OF ARLINGTON PUBLIC WORKS DEPARTMENT.
8.BUILDINGS THAT ENCROACH ON THE MINIMUM SLOPE BUFFER ZONE WILL REQUIRE INDIVIDUAL ENGINEERING
EVALUTATIONS, ON A CASE BY CASE BASIS. EFFECTS BUILDINGS ON LOTS 5-16, 49-51, 62-76, 81-84, 89-92, AND
104-107.
9.PARKING IS ALLOWED ON THE SOUTH SIDE OF E. GILMAN AVENUE. THERE SHALL BE NO PARKING ON THE NORTH
SIDE OF GILMAN AVENUE OR ON EITHER SIDE OF GILMAN WAY.
RESTRICTIONS OF RECORD
FROM CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO 500120478, REVISION 1 DATED 6 AUGUST 2021.
1.SUBJECT TO AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY FOR ELECTIRC TRANSMISSION LINES ARE RECORDED
UNDER RECORDING NUMBER 335394. NOT PLOTTABLE.
2.SUBJECT TO AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY FOR ELECTRIC TRANSMISSION LINES AND
APPURTENANCES AS RECORDED UNDER RECORDING NUMBER 335395. NOT PLOTTABLE.
3.SUBJECT TO AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY FOR ELECTRIC TRANSMISSION LINES AND
APPURTENANCES AS RECORDED UNDER RECORDING NUMBER 355389. NOT PLOTTABLE.
4.SUBJECT TO AN EASEMENT FOR PRIVATE ROAD AS RECORDED UNDER RECORDING NUMBER 479529. NOT PLOTTABLE.
5.SUBJECT TO AN EASEMENT TO SNOHOMISH COUNTY FOR FLOOD CONTROL WORKS RECORDED UNDER RECORDING NUMBER
638530. NOT PLOTTED. EASEMENT IS 100' IN WIDTH AND LIES PARALLEL AND ADJACENT TO THE SOUTHERLY BANK OF THE
STILLAGUAMISH RIVER IN TRACT P.
6.SUBJECT TO AN EASEMENT TO PACIFIC NORTHWEST PIPELINE CORPORATION FOR PIPELINE OR PIPELINES FOR THE
TRANSPORTATION OF THE OIL, GAS AND THE PRODUCTS THEREOF RECORDED UNDER RECORDING NUMBER 1189733. SAID
EASEMENT HAS BEEN MODIFIED BY INSTRUMENT RECORDED UNDER RECORDING NO. 200508290737, WHICH DISCLOSED THE
RIGHT OF WAY SHALL BE 100 FEET IN WIDTH, BEING 40 FEET EASTERLY AND 60 FEET WESTERLY OF THE 36-INCH PIPELINE.
PLOTTED. SEE SHEET 3. PLOTTED ON THE EASTERLY EDGE OF TRACT Q.
7.SUBJECT TO AN EASEMENT TO PACIFIC NORTHWEST PIPELINE CORPORATION FOR PIPELINE OR PIPELINES FOR THE
TRANSPORTATION OF OIL, GAS AND THE PRODUCTS THEREOF RECORDED UNDER RECORDING NUMBER 1189767. SAID
EASEMENT HAS BEEN MODIFIED BY INSTRUMENT RECORDED UNDER RECORDING NO. 200508290737, WHICH DISCLOSED THE
RIGHT OF WAY SHALL BE 100 FEET IN WIDTH, BEING 40 FEET EASTERLY AND 60 FEET WESTERLY OF THE 36-INCH PIPELINE.
PLOTTED. SEE SHEET 3. PLOTTED ON THE EASTERLY EDGE OF TRACT Q.
8.SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AND WAIVER
OF ALL CLAIM FOR DAMAGES AS GRANTED OR RESERVED IN DEED RECORDED UNDER RECORDING NUMBER 2297884. PLOTTED.
SEE SHEET 4. AREA ADJACENT AND PARALLEL WITH ALCAZAR AVE.
9.SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AND WAIVER
OF ALL CLAIMS FOR DAMAGES AS GRANTED OR RESERVED IN DEED RECORDED UNDER RECORDING NUMBER 2297885.
PLOTTED. SEE SHEET 4. AREAD ADJACENT AND PARALLEL WITH ALCAZAR AVE.
10.SUBJECT TO AN EASEMENT AND AGREEMENT TO CITY OF ARLINGTON TO CONSTRUCT AND MAINTAIN SEWER MAIN RECORDED
UNDER RECORDING NUMBER 2026087. PLOTTED. APPROXIMATELY LOCATED WITHIN PROPOSED LOTS 1, 2 AND 30.
11.SUBJECT TO AN EASEMENT TO EL PASO NATURAL GAS CO. FOR PIPELINE FOR TRANSPORTATION OF OIL AND OR/GAS RECORDED
UNDER RECORDING NUMBER 2131796. SAID EASEMENT HAS BEEN MODIFIED BY INSTRUMENT RECORDED UNDER RECORDING
NO. 200508290737, WHICH DISCLOSED THE RIGHT OF WAY SHALL BE 100 FEET IN WIDTH, BEING 40 FEET EASTERLY AND 60
FEET WESTERLY OF THE 36-INCH PIPELINE. PLOTTED. SEE SHEET 3. PLOTTED ON THE EASTERLY EDGE OF TRACT Q.
12.SUBJECT TO AN EASEMENT TO EL PASO NATURAL GAS CO. FOR TWO PIPELINES RECORDED UNDER RECORDING NUMBER
2158191. SAID EASEMENT HAS BEEN MODIFIED BY INSTRUMENT RECORDED UNDER RECORDING NO. 200508290737, WHICH
DISCLOSED THE RIGHT OF WAY SHALL BE 100 FEET IN WIDTH, BEING 40 FEET EASTERLY AND 60 FEET WESTERLY OF THE
36-INCH PIPELINE. PLOTTED. SEE SHEET 3. PLOTTED ON THE EASTERLY EDGE OF TRACT Q.
13.SUBJECT TO AN EASEMENT TO PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY FOR ELECTRIC TRANSMISSION AND/OR
DISTRIBUTION LINE RECORDED UNDER RECORDING NUMBER 8011200178. NOT PLOTTABLE.
14.SUBJECT TO AN EASEMENT TO NORTHWEST PIPELINE CORPORATION FOR PIPELINE OR PIPELINES, CATHODIC EQUIPMENT
AND/OR APPURTENANCES RECORDED UNDER RECORDING NUMBER 200510110160. NOT PLOTTABLE.
15.SUBJECT TO AN EASEMENT TO CITY OF ARLINGTON FOR CONSERVATION EASEMENT FOR DRAINAGE DETENTION, WETLAND AND
WETLAND BUFFER AREAS RECORDED UNDER RECORDING NUMBER 200605170590. NOT ON SUBJECT PROPERTY.
16.SUBJECT TO A CRITICAL AREAS SITE PLAN INCLUDING THE TERMS, COVENANTS AND PROVISIONS THEREOF RECORDED UNDER
RECORDING NUMBER 200605170590. NOT ON SUBJECT PROPERTY.
17.SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY AS SET FORTH IN SNOHOMISH
COUNTY BOUNDARY LINE ADJUSTMENT NO. 09-103170 BA AND RELATED SURVEY RECORDING NO: 200909220393 AND
200909225008. EASEMENTS SHOWN ON BLA ARE PLOTTED.
18.SUBJECT TO A DEED FOR WATER RIGHTS AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER
201004010393. NOT PLOTTABLE.
19.SUBJECT TO A DEED OF RIGHT TO USE LAND FOR SALMON RECOVERY INCLUDING THE TERMS, COVENANTS AND PROVISIONS
THEREOF RECORDED UNDER RECORDING NUMBER 201004090421. NOT PLOTTABLE.
20.SUBJECT TO AN EASEMENT TO PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY, AND FRONTIER COMMUNICATIONS
NORTHWEST INC. FOR UNDERGROUND AND/OR OVERHEAD ELECTRIC AND COMMUNICATIONS TRANSMISSION AND/OR
DISTRIBUTION SYSTEM RECORDED UNDER RECORDING NUMBER 201103160366. NOT PLOTTABLE.
RESTRICTIONS OF RECORD CONTINUED
21.SUBJECT TO AN EASEMENT TO CITY OF ARLINGTON FOR ROAD PURPOSES RECORDED UNDER RECORDING NUMBER
201107150007. PLOTTED. SEE SHEETS 3 AND 5. ROAD EASEMENT EXISTS OVER TRACTS B AND A.
22.SUBJECT TO ANY QUESTION THAT MAY ARISE DUE TO SHIFTING OR CHANGE IN THE COURSE, BOUNDARIES OR HIGH WATER LINE
OF SOUTH FORKS STILLAGUAMISH RIVER OR DUE TO PRIOR SHIFTING OR CHANGING OF THE COURSE, BOUNDARIES OR HIGH
WATER LINE; AND RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID LAND, IF ANY, LYING IN THE BED
OR FORMER BED OF SOUTH FORKS STILLAGUAMISH RIVER. NOT PLOTTABLE.
23.SUBJECT TO ANY PROHIBITION OR LIMITATION OF USE, OCCUPANCY OR IMPROVEMENT OF THE LAND RESULTING FROM THE
RIGHTS OF THE PUBLIC OR RIPARIAN OWNERS TO USE ANY PORTION WHICH IS NOW OR WAS FORMERLY COVERED BY WATER.
NOT PLOTTABLE.
24.SUBJECT TO ANY QUESTION THAT MAY ARISE DUE TO SHIFTING OR CHANGE IN THE COURSE, BOUNDARIES OR HIGH WATER LINE
OF SILLS SLOUGH OR DUE TO PRIOR SHIFTING OR CHANGING OF THE COURSE, BOUNDARIES OR HIGH WATER LINE; AND
RIGHTS OF THE STATE OF WASHINGTON IN AND TO THAT PORTION OF SAID LAND, IF ANY, LYING IN THE BED OR FORMER BED
OF SILLS SLOUGH. NOT PLOTTABLE.
25.PARAMOUNT RIGHTS AND EASEMENTS IN FAVOR OF THE UNITED STATES FOR COMMERCE, NAVIGATION, FISHERIES AND THE
PRODUCTION OF POWER. NOT PLOTTABLE.
26.SUBJECT TO A DEVELOPMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREIN, RECORDED UNDER RECORDING
NUMBER 202008195001. NOT PLOTTABLE.
27.SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS,
DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY AS SET FORTH IN CITY OF
ARLINGTON BOUNDARY LINE ADJUSTMENT NO. 639, RECORDED UNDER RECORDING NUMBER 202008195001. EASEMENTS
SHOWN ON BLA ARE PLOTTED.
EASEMENT PROVISIONS
1.IN ADDITION TO ANY OTHER EASEMENTS SHOWN ON THE FACE OF THE PLAT, AN EASEMENT IS HEREBY GRANTED AND
CONVEYED TO THE CITY OF ARLINGTON, IT'S SUCCESSORS AND ASSIGNS, ANY POWER COMPANY, NATURAL GAS COMPANY,
TELEPHONE COMPANY, INTERNET PROVIDER AND CABLE TELEVISION COMPANY, AND THEIR RESPECTIVE SUCCESSORS AND
ASSIGNS, UNDER AND UPON THE EXTERIOR FIVE (5), OR TEN (10) FEET, PARALLEL WITH AND ADJACENT TO THE PUBLIC
ROAD FRONTAGE OF ALL LOTS AND TRACTS, AS SHOWN HEREON. EXCEPT WHERE BUILDING FOOTINGS, FOUNDATIONS,
AND/OR SUBSURFACE STRUCTURES PRECLUDE LOCATION OF SUCH FACILITIES IN WHICH CASE THE FOOTINGS,
FOUNDATIONS, AND/OR SUBSURFACE STRUCTURES WILL BECOME THE BOUNDARY OF THE EASEMENT. THE PURPOSE OF
THIS EASEMENT IS TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, METERS,
CONDUITS, CABLE AND WIRE WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS
SUBDIVISION AND OTHER PROPERTY WITH WATER, ELECTRICITY, NATURAL GAS, TELEPHONE, INTERNET AND CABLE
TELEVISION. THE EASEMENT INCLUDES THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE
PURPOSE STATED. AFTER ENTRY PURSUANT TO THESE EASEMENTS, THE PROPERTY SHALL BE RESTORED AS NEAR AS
POSSIBLE TO ITS ORIGINAL CONDITION. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE
USE, INTERNET USE OR CABLE TELEVISION USE SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS
THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING
2.AN EASEMENT FOR PUBLIC SANITARY SEWER OVER LOT 17 AS SHOWN HEREON IS HEREBY GRANTED AND CONVEYED TO
THE CITY OF ARLINGTON, ALONG WITH ALL RESPONSIBILITY FOR THE COSTS OF MAINTENANCE, REPAIR AND REPLACEMENT
OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT.
3.A 6' PUBLIC SIDEWALK EASEMENT OVER THOSE PORTIONS OF TRACTS F AND K AS SHOWN HERE0N IS HEREBY GRANTED
AND CONVEYED TO THE CITY OF ARLINGTON. THE GILMAN WALK HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR
THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE SIDEWALK WITHIN SAID EASEMENT.
4.A 15' EASEMENT FOR PUBLIC WATER LINES AND APPURTENANCES OVER TRACT H AND K AS SHOWN HEREON IS HEREBY
GRANTED AND CONVEYED TO THE CITY OF ARLINGTON, ALONG WITH ALL RESPONSIBILITY FOR THE COSTS OF
MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT.
5.A 15' EASEMENT FOR PUBLIC SANITARY SEWER OVER LOT 72, AND TRACTS L, M AND N AS SHOWN HEREON IS HEREBY
GRANTED AND CONVEYED TO THE CITY OF ARLINGTON, ALONG WITH ALL RESPONSIBILITY FOR THE COSTS OF
MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT.
6.A 15' EASEMENT FOR PUBLIC WATER LINES AND APPURTENANCES OVER LOTS 72-80 AND TRACTS M AND N AS SHOWN
HEREON IS HEREBY GRANTED AND CONVEYED TO THE CITY OF ARLINGTON, ALONG WITH ALL RESPONSIBILITY FOR THE
COSTS OF MAINTENANCE, REPAIR AND REPLACEMENT OF THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT.
7.AN EASEMENT FOR PUBLIC STORM DRIANAGE OVER LOTS 107, 108 AND TRACT A AS SHOWN HEREON IS HEREBY GRANTED
AND CONVEYED TO THE CITY OF ARLINGTON, ALONG WITH ALL RESPONSIBILITY FOR THE COSTS OF MAINTENANCE, REPAIR
AND REPLACEMENT OF THE PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT.
8.A 5' PRIVATE EASEMENT FOR POWER OVER LOTS 92, 100 AND TRACT A AS SHOWN HEREON IS HEREBY GRANTED AND
CONVEYED TO THE NORTHWEST PIPELINE CORPORATION. NORTHWEST PIPELINE CORPORATION IS RESPONSIBLE FOR THE
MAINTENANCE OF THE POWER SERVICE LINE WITHIN SAID EASEMENT.
9.PRIVATE DRAINAGE EASEMENTS. EACH LOT IS HEREBY GRANTED AN EASEMENT FOR THE INSTALLATION AND
MAINTENANCE OF UNDERGROUND ROOF AND FOOTING DRAINS FROM THE LOT BOUNDARY TO THE COMMUNITY STORM
WATER SYSTEM, IN THE LOCATIONS WHERE SUCH DRAIN LINES ARE ORIGINALLY INSTALLED. THE GILMAN WALK
HOMEOWNERS ASSOCIATION SHALL MAINTAIN SUCH SERVICE LINES AND THE COST OF MAINTENANCE SHALL BE
ALLOCATED TO THE LOT OWNERS ACCORDING TO THE "DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS
FOR GILMAN WALK". THE GILMAN WALK HOMEOWNERS ASSOCIATION SHALL PROMPTLY RESTORE ANY PROPERTY
DAMAGED OR DISTURBED BY SUCH MAINTENANCE OR USE. THE EASEMENTS ARE NOT PLOTTED HEREON.
10.AN EASEMENT IS HEREBY RESERVED OVER EACH LOT AND TRACT FOR THE BENEFIT OF THE ADJACENT LOT OR TRACT AS
REASONABLY NECESSARY TO PERFORM MAINTENANCE, REPAIR AND REPLACEMENT OF THE HOME AND OTHER LOT OR
TRACT STRUCTURES ON THAT LOT OR TRACT, MAINTENANCE OF THE YARD, AND TO READ UTILITY METERS. THE
"DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR GILMAN WALK" CONTAINS ADDITIONAL PROVISIONS
RELATING TO AND REQUIREMENTS FOR EXERCISING THE RIGHTS UNDER THIS EASEMENT.
2 3 4 5 6
7
8
9
10
29
28
27
PARK HILL ESTATES
VOL. 33, PG. 45
PARK HIL
L
D
R
I
V
E
AL
C
A
Z
A
R
A
V
E
.
UNPLATTED
2 1
L14
N 77°16'06"
E
3
0
6
.
8
0
N 56°
2
2
'
0
6
"
E
2
9
2
.
0
5
C1
C2
(
A
L
C
A
Z
A
R
A
V
E
)
N
0
°
4
1
'
1
6
"
E
3
3
9
.
2
2
(
A
L
C
A
Z
A
R
A
V
E
)
N
0
°
4
1
'
1
6
"
E
2
3
9
.
4
8
(
A
L
C
A
Z
A
R
A
V
E
)
N
0
°
4
1
'
1
6
"
E
2
6
8
.
8
4
E. GILMAN AVE.
E. GILM
A
N
A
V
E
.
GILM
A
N
W
A
Y
E. G
I
L
M
A
N
A
V
E
.
N
0
°
5
5
'
5
9
"
E
2
7
6
2
.
8
8
WE
S
T
L
I
N
E
S
O
U
T
H
W
E
S
T
1
/
4
S
E
C
.
1
.
CA
L
C
U
L
A
T
E
D
F
R
O
M
R
1
.
N
O
T
U
S
E
D
AS
S
U
B
D
I
V
I
S
I
O
N
L
I
N
E
.
S
E
E
SU
R
V
E
Y
O
R
S
N
O
T
E
B
C
D E
G
F
M
H
I K
J
N 48
°
0
4
'
5
2
"
E
8
8
5
.
1
3
M
(
8
8
5
.
2
0
C
)
BAS
I
S
O
F
B
E
A
R
I
N
G
UNPLATTED
UNPLATTED
UN
P
L
A
T
T
E
D
NORTH LINE GOV'T LOT 10, SEC 1.
221.05 L7
L8
L9
L10
L11
L12
N
0
°
4
1
'
1
6
"
E
5
6
7
.
2
0
L13
N
0
°
4
1
'
1
6
"
E
3
9
5
.
2
6
N 77°16'06
"
E
3
2
4
.
1
9
N 56°
2
2
'
0
6
"
E
2
2
7
.
8
0
L1
N 57°
4
3
'
3
6
"
E
3
9
2
.
2
0
N 88°20'24" W 332.00
L2 L3
L4N 82°00'46" W 1
9
4
.
1
4
N 2
6
°
1
0
'
2
8
"
E
3
4
2
.
7
0
N 2
2
°
5
6
'
2
8
"
E
2
5
5
.
4
8
N 2
0
°
3
9
'
3
9
"
E
3
4
4
.
9
3
N 3
4
°
0
5
'
3
1
"
E
2
5
9
.
3
1
L5
N 45
°
2
1
'
3
9
"
E
4
4
0
.
4
6
N 43
°
5
4
'
4
6
"
E
2
5
4
.
1
9
N 49
°
1
8
'
5
3
"
E
1
9
5
.
1
3
N 56°
0
0
'
5
4
"
E
2
0
0
.
6
8
N 73°11'3
4
"
E
3
1
0
.
2
0
L6
N 55°
5
6
'
2
6
"
E
2
0
9
.
7
5
N
0
°
4
1
'
1
6
"
E
8
1
3
.
5
9
N 89°08'58" E 280.37
TAG TABLE
TAG #
C1
C2
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
RADIUS
170.00
133.00
DIRECTION/Δ
13°25'10"
20°54'00"
N 24°29'54" W
N 68°27'23" E
N 00°19'06" E
N 48°00'14" E
N 69°23'35" W
N 80°55'18" E
N 15°47'04" E
N 13°32'48" E
N 05°36'13" E
N 35°22'51" E
N 37°39'00" E
N 37°32'03" E
N 89°18'44" W
N 89°18'44" W
N 55°56'26" E
N 29°53'59" E
N 72°37'45" W
LENGTH
39.82
48.51
63.40
159.91
91.88
50.90
172.65
103.60
3.50
99.69
84.72
154.03
174.40
16.52
19.99
28.32
84.15
11.75
74.58
L15
N 72°46'0
9
"
E
2
4
6
.
5
0
N 89°18'44" W 209.38
N 59°
2
2
'
2
4
"
W
1
9
9
.
7
3
L17
L16
11
5
.
9
0
384
.
4
3
46
5
.
6
7
TRACT K
TRACT A
TRACT P
(OPEN SPACE)
393,864 SF
TO BE DEDICATED TO
THE CITY OF ARLINGTON
TRACT K
TRACT A
TRACT A
PS
E
P
O
W
E
R
E
A
S
E
M
E
N
T
(B
A
K
E
R
R
I
V
E
R
T
R
A
N
S
L
I
N
E
)
L
PARK HILL ESTATES
VOL. 33, PG. 45
EL PASO NATURAL GAS CO. PIPELINE
EASEMENT RECORDED UNDER AFN.
200508290737. SAID DOCUMENT AMENDS
EASEMENTS RECORDED UNDER AFN'S
1189767, 1189733, 2131796, 2158191
AND 2163203 BY DEFINING A WIDTH OF
EASEMENT. SEE RESTRICTIONS OF
RECORD NOS. 6, 7, 11, 12 14, AND 15.
ACCESS EASEMENT AS SHOWN ON BOUNDARY LINE
ADJUSTMENT AFN. 200909225008. SAID DOCUMENT
CONTAINS NO CONVEYANCE LANGUAGE, FOR EASEMENT.
TO BE EXTINGUISHED.
TRACT Q
(PARKING/OPEN SPACE)
79,921 SF
TO BE DEDICATED TO
THE CITY OF ARLINGTGON
200' WIDE PSE EASEMENT AS SHOWN ON THE PLAT OF PARK HILL
ESTATES. EASEMENT DOCUMENTS RECORDED UNDER AFN'S
335394, 335395, 355389 DO NOT DEFINE A WIDTH AND THE
DESCRIPTION FOR DEFINING THE "PRIMARY CENTERLINE IS
INSUFFICIENT TO BE PLOTTED.
ACCESS EASEMENT NOTED AS PARCEL C IN STATUTORY
WARRANTY DEED RECORDED UNDER AFN. 201107150007.
TO BE EXTINGUISHED.
TRACT G
TRACT J
TRACT I
TRACT O
TR
A
C
T
C
TRACT HTRACT B
TRACT B TRACT E
TRA
C
T
L
TRACT K
TRACT F
TRA
C
T
M
TRA
C
T
N
APPROXIMATE LOCATION 20' SEWER
EASEMENT. RECORDING NUMBER 20206087.
SEE RESTRICTION OF RECORD 10, SHEET 2. TO
BE EXTINGUISHED.
ACCESS EASEMENT AS SHOWN ON BOUNDARY LINE
ADJUSTMENT AFN. 200909225008. SAID
DOCUMENT CONTAINS NO CONVEYANCE
LANGUAGE, FOR EASEMENT. TO BE EXTINGUISHED.
PARCEL A
LOT 1
BLA NO. 639
PARCEL B
LOT 2
BLA NO. 639
LO
T
L
I
N
E
B
E
T
W
E
E
N
PC
L
S
A
A
N
D
B
PARCEL C
PARCEL 1
Z-09-103170-BLA
TRACT USE & AREA
TRACT NAME
TRACT A
TRACT B
TRACT C
TRACT E
TRACT F
TRACT G
TRACT H
TRACT I
TRACT J
TRACT K
TRACT USE
SENSITIVE AREA
SENSITIVE AREA
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
PARKING
OPEN SPACE
SENSITIVE AREA/OPEN SPACE
SENSITIVE AREA
AREA (SQ. FT.)
175801.37
25692.94
3946.21
2742.01
5821.39
8041.46
5060.13
4589.14
19634.63
143733.55
2 1
11 12
(
A
L
C
A
Z
A
R
A
V
E
)
N
0
°
4
1
'
1
6
"
E
8
7
2
.
9
4
A
N
0
°
5
5
'
5
9
"
E
1
3
3
8
.
7
5
WE
S
T
L
I
N
E
S
O
U
T
H
W
E
S
T
1
/
4
S
E
C
.
1
.
CA
L
C
U
L
A
T
E
D
F
R
O
M
R
1
.
N
O
T
U
S
E
D
AS
S
U
B
D
I
V
I
S
I
O
N
L
I
N
E
.
S
E
E
SU
R
V
E
Y
O
R
S
N
O
T
E
TAG TABLE
TAG #
C1
C2
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
RADIUS
170.00
133.00
DIRECTION/Δ
13°25'10"
20°54'00"
N 24°29'54" W
N 68°27'23" E
N 00°19'06" E
N 48°00'14" E
N 69°23'35" W
N 80°55'18" E
N 15°47'04" E
N 13°32'48" E
N 05°36'13" E
N 35°22'51" E
N 37°39'00" E
N 37°32'03" E
N 89°18'44" W
N 89°18'44" W
N 55°56'26" E
N 29°53'59" E
N 72°37'45" W
LENGTH
39.82
48.51
63.40
159.91
91.88
50.90
172.65
103.60
3.50
99.69
84.72
154.03
174.40
16.52
19.99
28.32
84.15
11.75
74.58
TRACT USE & AREA
TRACT NAME
TRACT A
TRACT B
TRACT C
TRACT E
TRACT F
TRACT G
TRACT H
TRACT I
TRACT J
TRACT K
TRACT L
TRACT M
TRACT N
TRACT O
TRACT P
TRACT Q
TRACT USE
SENSITIVE AREA
SENSITIVE AREA
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
PARKING
OPEN SPACE
SENSITIVE AREA/OPEN SPACE
SENSITIVE AREA
OPEN SPACE
ACCESS/UTILITIES
OPEN SPACE
SENSITIVE AREA/OPEN SPACE
OPEN SPACE
PARKING/OPEN SPACE
AREA (SQ. FT.)
175801.37
25692.94
3946.21
2742.01
5821.39
8041.46
5060.13
4589.14
19634.63
143733.55
3577.93
4526.14
2381.04
15945.55
393863.85
79921.37
KEY MAP
SH
E
E
T
3
SHEET
5
SHEET
3
SHEET
4
SHE
E
T
6
0
SCALE: 1" =150'
300150
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
3
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE (NAD 83/91)
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY.
ALL EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE
MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C.
332-130-090.
2.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019,
UNLESS OTHERWISE NOTED.
3.ALL DISTANCES FEET.
4.SEE SHEET 7 FOR DIMENSIONS, SQUARE FOOTAGES AND USES, OF TRACTS A, B
AND K.
LEGEND
SET 4" X 4" CONCRETE MONUMENT WITH 1-1/2" DIAMETER BRASS DISC STAMPED
"35145" WITH 'X' IN A CASE.
SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "MGA 35145
48383"
FOUND CORNER AS NOTED
REFERENCES
1.RECORD OF SURVEY OF BOUNDARY LINE ADJUSTMENT FOR COUNTRY CHARM DAIRY.
RECORDED UNDER AFN. 200909225008. RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
2.PLAT OF PARK HILL ESTATES RECORDED IN VOLUME 33 OF PLATS AT PAGE 45,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
3.RECORD OF SURVEY FOR DALE DUSKIN RECORDED UNDER AFN. 9901115001,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
4.RECORD OF SURVEY OF BOUNDARY LINE ADJUSTMENT FOR CORNER 9 PROPERTIES
LLC, RECORDED UNDER AFN. 202008195001.
A
FOUND SURVEY CONTROL
SOUTHWEST CORNER SEC. 1. 3/8" REBAR WITH CAP AND TACK LS 15655". POSITION
CALCULATED FROM REFERENCE 1. SECTION CORNER IS ON THE CENTERLINE OF ALCAZAR AVE. NOT
VISITED FOR THIS SURVEY.
WEST 1/4 CORNER SEC. 1. POSITION CALCULATED FROM REFERENCE 1. NOT VISITED FOR THIS
SURVEY. NOT FOR LOCATION OF WEST LINE OF SECTION 1. SEE SURVEYORS NOTE BELOW.
FOUND CONC MON WITH 1 1/2" LEAD PLUG AND BRASS NAIL DOWN O.6' IN CASE AT THE INTERSECTION
OF ALCAZAR AVE AND 5TH ST. E. POSITION CALCULATED FROM REFERENCE NO. 1. HELD FOR POSITION.
FOUND CONC MON WITH 1 1/2" BRASS DISC AND SQUARE PUNCH "LS 19631 2011" DOWN 1' IN CASE
AT INTERSECTION OF ALCAZAR AVE AND PARK HILL DR. E FOUND SOUTH 0.18' SOUTH AND 0.05' EAST
OF CALCULATED POSTION.
FOUND 3" BRASS SURFACE MON WITH SQUARE PUNCH AT P.I. PARK HILL DRIVE E. FOUND AT
CALCULATED POSITION.
FOUND 3" BRASS SURFACE MON WITH SQUARE PUNCH AT CENTERLINE P.I. PARK HILL DRIVE. FOUND AT
CALCULATED POSITION.
FOUND CONC MON WITH 1 1/2" BRASS DISC AND SQUARE PUNCH "LS 19631 2011" DOWN 1' IN CASE
AT CENTER OF SAC. PARK HILL DR. E. HELD FOR ROTATION.
FOUND CONC MON WITH 1/2" IRON PIPE IN THE CENTER. FOUND 0.1' WESTOF CALCULATED
POSITION.
FOUND 3" X 3" CONC MON WITH 1" LEAD PLUG AND BRASS TACK. FOUND 0.2' WEST OF CALCULATED
POSITION.
FOUND 1/2" REBAR WITH CAP LS # 12716. 0.8' SOUTH AND 0.5' EAST OF TRACT CORNER.
FOUND REBAR AND CAP "LS#12716" 0.5' S & 2.3' W OF CALCULATED POSITION.
FOUND 1/2" REBAR AND CAP "AXIS". FOUND 0.1' NORTH OF CALCULATED POSITION.
FOUND CONC MON WITH 1 1/2" BRASS DISC AND SQUARE PUNCH "LS 19631 2011" DOWN 0.5' IN CASE
AT INTERSECTION OF ALCAZAR AVE AND E. GILMAN ST. FOUND 1.34' SOUTH OF CALCULATED POSITION.
B
C
D
E
F
G
H
I
J
K
L
M
SURVEYORS NOTE
THE BOUNDARY LINE ADJUSTMENTS DONE BY AXIS SURVEYING AND MAPPING,
RECORDED UNDER AFN 200909225008 REFERENCES SURVEY AFN 7605250246
AMONGST OTHERS TO SHOW THE WEST 1/4 CORNER OF SECTION 1. THAT
SURVEY SHOWS THAT THE 1/4 CORNER POSITION WAS PROPORTIONED IN
BETWEEN THE NW AND SW CORNERS OF SEC. 1. BOTH FOUND ON THE AXIS
SURVEY. THE POSTION OF THE 1/4 CORNER IS MOST LIKELY IN THE
STILLAGUAMISH RIVER. ALL OF THE SURVEYS AND PLATS THAT I'VE REVIEWED
IN THE SW 1/4 OF SEC. 1 AND THE SE 1/4 OF SEC. 2 SEEM TO HOLD THE
MONUMENTED LINE OF ALCAZAR AVE. AS THE SUBDIVISION LINE. THIS
MONUMENTED LINE IS COINCIDENT WITH A STRAIGHT LINE DRAWN BETWEEN
THE NW AND SW CORNERS OF SEC. 1 SHOWN AS FOUND ON THE AXIS
SURVEY. THEREFORE I AM HOLDING THE
MONUMENTED CENTERLINE OF ALCAZAR AND IT'S NORTHERLY
EXTENSION AS THE WEST LINE OF THE SOUTHWEST 1/4 OF SEC. 1. AND NOT
THE POSITION SHOWN ON THE AXIS SURVEY.
7
8
12
6
25
14
16
37
29
19
23
35
9 10 11
13 15
21
22
24
262728
30
40
39
38
36
33 34
32
TRACT F
20
17
18
TRACT E
45
46 47
48
41
42 43
441
31
5
4
3
2
B
A
C
5,821 SF
(OPEN SPACE)
2,881 SF
1,712 SF
2,673 SF
2,640 SF
1,949 SF
2,502 SF
1,561 SF
1,650 SF
3,927 SF 1,963 SF 1,921 SF
3,141 SF 1,602 SF
2,332 SF
1,506 SF
2,677 SF
2,864 SF
3,136 SF
1,916 SF
4,398 SF
3,070 SF
1,650 SF
1,650 SF
2,640 SF
2,618 SF
1,650 SF
2,269 SF
2,407 SF
3,305 SF
2,502 SF
2,742 SF
2,640 SF
1,650 SF 1,650 SF
3,980 SF
3,286 SF
1,650 SF 1,650 SF
2,640 SF
3,412 SF
4,168 SF
3,348 SF
2,980 SF
3,071 SF
3,042 SF
1,484 SF
2,385 SF
3,144 SF
1,486 SF
27
.
3
4
N 89°18'44" W 84.73
31
.
8
6
62.26C22
35
.
8
6
N 89°18'44" W 84.89
35
.
8
6
36
.
1
4
N 89°18'44" W 85.06
36
.
1
4
35
.
0
0
N 89°18'44" W 85.22
44.81 20.00 20.00
35
.
0
0
74
.
5
3
45.15
N
0
°
5
6
'
5
9
"
E
7
4
.
3
3
20.00
N
0
°
5
6
'
5
9
"
E
7
4
.
2
3
20.00
N
0
°
5
6
'
5
9
"
E
7
4
.
1
4
32.19
N
0
°
5
6
'
5
9
"
E
7
4
.
0
0
32.19
L1 C3
N
1
°
1
0
'
5
2
"
W
9
9
.
4
8
62.78
20.07
31.82
C7
N
1
°
1
0
'
5
2
"
W
9
6
.
9
7
20.14
20.07
C6
N
1
°
1
0
'
5
2
"
W
9
5
.
2
3
20.14
C5
N
7
°
2
9
'
5
6
"
W
9
3
.
4
0
38.70
31.60
33.61
20.38
C4 L6
N
1
3
°
5
8
'
4
2
"
W
8
8
.
3
3
25.41
L3 N
1
3
°
5
8
'
4
2
"
W
8
2
.
8
4
20.1920.43
L2 C9
N
1
3
°
5
8
'
4
2
"
W
7
7
.
2
7
20.1920.43
C8
N
1
3
°
5
8
'
4
2
"
W
6
4
.
7
0
10
.
6
4
32.85
38.34
N 56°
2
2
'
0
6
"
E
1
0
7
.
6
7
0.30
C11 C1
2
26
.
4
9
C1
3
7.06
N 3
3
°
3
7
'
5
4
"
W
7
9
.
4
2
31.50
31.50
N 3
3
°
3
7
'
5
4
"
W
7
9
.
4
2
31.50
31.50
N 3
3
°
3
7
'
5
4
"
W
7
9
.
4
2
26.96
30.54
N 3
3
°
3
7
'
5
4
"
W
6
9
.
4
1
N 3
3
°
3
7
'
5
4
"
W
7
3
.
9
0
32.54
N 3
3
°
3
7
'
5
4
"
W
7
6
.
6
6
20.00
N 3
3
°
3
7
'
5
4
"
W
7
9
.
4
2
20.00
N 2
3
°
1
0
'
5
4
"
W
8
4
.
3
0
40.46
N
1
2
°
4
3
'
5
4
"
W
8
9
.
6
3
8.58
C16
23.43
N
1
2
°
4
3
'
5
4
"
W
9
2
.
2
3
31.50
N
1
2
°
4
3
'
5
4
"
W
9
4
.
9
9
33.50
N
1
2
°
4
3
'
5
4
"
W
9
6
.
6
4
20.00
N
1
2
°
4
3
'
5
4
"
W
9
8
.
2
9
20.00
56.27
69
.
0
3
C1
25.48
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
60.96
27.51
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
27.51
31.74
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
31.74
20.00
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
20.00
20.00
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
20.00
32.00
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
32.00
32.00
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
32.00
20.00 N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
20.00
20.00
N
1
2
°
4
3
'
5
4
"
W
8
2
.
5
0
20.00
31.98
N 1
9
°
5
7
'
2
5
"
W
8
3
.
1
6
42.44
34.31
15.44
1.36
C17
9.79
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
20.00
20.00 N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
20.00
20.00
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
32.00
32.00
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
32.00
32.00
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
20.00
20.00
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
20.00
20.00
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
48.24
48.24
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
N 56°
0
0
'
2
8
"
E
2
3
9
.
5
7
C1
4
L4
45
.
6
9
C15
200.26
C10 98.74
N
0
°
5
6
'
5
9
"
E
1
0
3
.
8
6
17.71
54
.
0
7
31.78
N 89°03'01" W 157.14 R=500.00 Δ=11°11'05"L=97.60
N 86°01'04" E 99.04
N 70°15
'
3
4
"
E
4
2
6
.
0
5
R=300.00 Δ=15°45'30"L=82.51
N
1
3
°
2
2
'
5
7
"
W
6
4
.
6
8
C2
0
N 56°
2
2
'
0
6
"
E
2
2
2
.
1
8
N 77°16'06
"
E
2
5
4
.
4
7
C19
C18L5
5'
5'
5'
5'
5'
5'
TRACT K
TRACT K
TRAC
T
K
TRAC
T
K
TRACT K
5'
A10
'
A10
'
A
5'
A
5'
T=48.96'T=48.96'
A10
'
T=4.12'
L=5.84'
L17
C2
3
L1
8
6'
C6'
A
10'
A
10'
A
10'
A10
'
A10'
A10'
A10'
A10
'
A10'
A 10
'
N 81°59'15" E
N 64°1
3
'
5
1
"
E
24.98
A10
'
N
0
°
4
1
'
1
6
"
E
2
6
8
.
8
4
2 3
4
5
6
7
8
9
10
29
PARK HILL ESTATES
VOL. 33, PG. 45
PARK HILL ESTATES
VOL. 33, PG. 45
PAR
K
H
I
L
L
D
R
I
V
E
AL
C
A
Z
A
R
A
V
E
.
20'
20'
22
'
28
'
10.5'29'
10.
5
'
15.
5
'
10
.
5
'
15
.
5
'
THIS PORTI
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD PURP
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
THIS PORTION IS DEDICATED TO
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD PURPOSES UPON THE REC
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
22
'
28
'
E. GILMAN AVE.
E. GILM
A
N
A
V
E
.
GILM
A
N
W
A
Y
GILMAN W
A
Y
TRACT B
TRACT BTRACT A
N 2
1
°
4
7
'
4
8
"
E
5
6
.
3
4
6.54'
N
0
°
4
1
'
1
6
"
E
3
9
5
.
2
6
N 77°16'06
"
E
3
2
4
.
1
9
N 56°
2
2
'
0
6
"
E
2
2
7
.
8
0
N 2
4
°
2
9
'
5
4
"
W
6
3
.
4
0
N 57°
4
3
'
3
6
"
E
3
9
2
.
2
0
L31
N
0
°
4
1
'
1
6
"
E
16
.
9
1
11
4
.
2
8
L32
T=27.31'T=27.31'
C70
POWER TRA
N
S
M
I
S
S
I
O
N
/
D
I
S
T
R
I
B
U
T
I
O
N
E
A
S
E
M
E
N
T
,
A
F
N
801120017
8
.
S
E
E
R
E
S
T
R
I
C
T
I
O
N
O
F
R
E
C
O
R
D
,
1
3
S
H
E
E
T
2
.
T
O
BE EXTINGU
I
S
H
E
D
.
PO
R
T
I
O
N
O
F
P
R
O
P
E
R
T
Y
A
D
J
A
C
E
N
T
T
O
A
L
C
A
Z
A
R
A
V
E
N
U
E
S
U
B
J
E
C
T
T
O
T
H
E
R
I
G
H
T
T
O
M
A
K
E
S
L
O
P
E
S
P
E
R
D
E
E
D
S
RE
C
O
R
D
E
D
U
N
D
E
R
A
F
N
.
2
2
9
7
8
8
4
A
N
D
2
2
9
7
8
8
5
.
S
E
E
R
E
S
T
R
I
C
T
I
O
N
S
O
F
R
E
C
O
R
D
N
O
S
.
8
A
N
D
9
,
S
H
E
E
T
2
.
ACCESS
E
A
S
E
M
E
N
T
A
S
S
H
O
W
N
O
N
B
O
U
N
D
A
R
Y
L
I
N
E
ADJUST
M
E
N
T
A
F
N
.
2
0
0
9
0
9
2
2
5
0
0
8
.
S
A
I
D
D
O
C
U
M
E
N
T
CONTAIN
S
N
O
C
O
N
V
E
Y
A
N
C
E
L
A
N
G
U
A
G
E
,
F
O
R
E
A
S
E
M
E
N
T
.
TO BE E
X
T
I
N
G
U
I
S
H
E
D
.
D
T=6.46'
L=49.18
L=33.33
TAG TABLE
TAG #
C1
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C23
C70
L1
L2
L3
L4
L5
L17
L18
L31
L32
RADIUS
20.00
528.00
528.00
528.00
528.00
528.00
472.00
472.00
472.00
328.00
24.50
39.50
65.50
328.00
24.50
50.50
35.00
35.00
50.00
41.00
500.00
DIRECTION/Δ
76°34'49"
0°44'36"
3°02'07"
3°03'51"
2°10'18"
2°10'14"
4°35'34"
1°08'51"
0°30'45"
7°08'56"
25°15'06"
69°45'03"
14°11'59"
1°17'36"
20°54'00"
20°54'00"
13°25'10"
20°54'00"
69°45'03"
69°45'03"
6°15'10"
N 89°03'01" W
N 79°45'54" E
N 79°45'54" E
N 76°37'03" E
N 89°18'44" W
N 56°22'06" E
N 13°22'57" W
N 89°18'44" W
N 77°16'06" E
LENGTH
26.73
6.85
27.97
28.24
20.01
20.00
37.83
9.45
4.22
40.93
10.80
48.09
16.23
7.40
8.94
18.42
8.20
12.77
60.87
49.91
54.57
19.68
10.60
20.04
13.96
31.02
32.13
48.16
19.99
20.55
KEY MAP
SHE
E
T
3
SHEET
5
SHEET
3
SHEET
4
SHE
E
T
6
0
SCALE: 1" =40'
8040
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
4
A
B
C
D
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE (NAD 83/91)
LEGEND
SET 4" X 4" CONCRETE MONUMENT WITH 1-1/2" DIAMETER BRASS DISC
STAMPED "35145" WITH 'X' IN A CASE.
SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "MGA
35145 48383"
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS
BEEN MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR
EXCEEDS W.A.C. 332-130-090.
2.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT
TIME. ALL CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019,
UNLESS OTHERWISE NOTED.
3.ALL DISTANCES FEET.
4.SEE SHEET 7 FOR DIMENSIONS, SQUARE FOOTAGES AND USES, OF TRACTS A, B, AND K.
EASMENT LEGEND
UTILITY EASEMENT. SEE EASEMENT PROVISION 1, SHEET 2.
PUBLIC SANITARY SEWER EASEMENT. SEE EASEMENT PROVISION 2, SHEET 2.
PUBLIC SIDEWALK EASEMENT. SEE EASEMENT PROVISION 3, SHEET 2.
APPROXIMATE LOCATION 20' SEWER EASEMENT. RECORDING NUMBER
20206087. SEE RESTRICTION OF RECORD 10, SHEET 2. TO BE EXTINGUISHED.
61
57 58
59
60
54
55
56
52
53
49
50
51
TRACT H
71
70
6968
67
66
63
64 65
62
TRACT F
TRACT I
TRACT G
82 83
84
85
72
TRACT J
81
TRACT C
R/W
E
4,027 SF
1,814 SF 1,799 SF
2,938 SF
2,620 SF
2,060 SF
3,167 SF
2,702 SF
3,309 SF
2,133 SF
5,717 SF
2,043 SF
3,482 SF
5,060 SF
(PARKING)
1,583 SF
2,390 SF
2,205 SF
1,507 SF
1,498 SF
2,362 SF
1,686 SF
1,673 SF
2,529 SF
3,107 SF
5,821 SF
(OPEN SPACE)
4,589 SF
(OPEN SPACE)
8,041 SF
(OPEN SPACE)
1,676 SF 1,673 SF
2,705 SF
2,391 SF
1,369 SF1,275 SF
2,819 SF
19,635 SF
(SENSITIVE AREA/OPEN SPACE)
3,752 SF
3,946 SF
(OPEN SPACE)
(SENSITIVE AREA)
N 56°
0
0
'
2
8
"
E
2
3
9
.
5
7
200.26
N 1
9
°
4
4
'
2
6
"
W
8
1
.
6
1
65.6
2
N 1
9
°
4
4
'
2
6
"
W
9
9
.
3
6
63.18
20.77
N 1
9
°
4
4
'
2
6
"
W
1
0
4
.
9
7
20.00
33.05
N 1
9
°
4
4
'
2
6
"
W
1
1
3
.
9
1
31.82
30.25
N 1
9
°
4
4
'
2
6
"
W
1
0
8
.
4
8
29.76
20.33
N 1
9
°
4
4
'
2
6
"
W
1
0
4
.
8
2
20.00
20.33
N 1
9
°
4
4
'
2
6
"
W
1
0
1
.
1
7
20.00
32.78
N 1
9
°
4
4
'
2
6
"
W
9
5
.
2
9
32.24
29.82
N 1
9
°
3
1
'
3
9
"
W
8
9
.
9
3
29.00
20.00 N 1
9
°
4
4
'
2
6
"
W
8
9
.
9
3
20.33
20.00
N 1
9
°
4
4
'
2
6
"
W
8
9
.
9
3
20.00
32.67
N 1
9
°
4
4
'
2
6
"
W
8
9
.
9
3
32.67
29.00
N 1
9
°
4
4
'
2
6
"
W
9
1
.
2
1
C24
0.82
N 1
9
°
4
4
'
2
6
"
W
1
0
0
.
0
6
C26C25
N 85°17'34" W 210.90
98.01
C27
C28
N
1
6
°
4
1
'
0
0
"
W
7
3
.
7
2
80.
8
6
N 3
4
°
5
4
'
2
3
"
W
9
2
.
9
0
R=578.00 Δ=21°01'54"L=212.17
N 77°49'06"
E
48.31
N 75°15'3
2
"
E
26.93
N 66°3
8
'
1
4
"
E
31.26
N 84°43'07" E
45.18
N 70°47
'
3
0
"
E
25.51
L24
C29
N
1
6
°
4
1
'
0
0
"
W
7
1
.
1
4
L23C40
L2
2
L21L2
0
C41
L19
C30
N 2
9
°
1
6
'
0
2
"
W
8
8
.
2
9
35.34
C36
N 2
8
°
2
6
'
4
1
"
W
8
4
.
8
6
20.00
C31
N 2
8
°
2
6
'
4
1
"
W
8
3
.
8
9
20.00
C37
N 2
8
°
2
6
'
4
1
"
W
8
3
.
5
5
33.03
C32
N 3
2
°
1
8
'
4
2
"
W
7
5
.
6
6
84
.
2
4
33.98
C42
N 3
6
°
1
0
'
4
3
"
W
7
4
.
8
3
20.00
C38
N 3
6
°
1
0
'
4
3
"
W
7
5
.
0
7
20.01
20.0
0
N 3
6
°
1
0
'
4
3
"
W
7
5
.
6
2
29.02
29.0
1
N 3
6
°
1
0
'
4
3
"
W
7
6
.
4
1
13.98
30.99
N 3
6
°
1
0
'
4
3
"
W
7
8
.
2
7
17.08
20.08
20.0
0
N 3
6
°
1
0
'
4
3
"
W
8
0
.
0
1
10.05
36.4
8
N 3
6
°
1
0
'
4
3
"
W
5
5
.
0
8
7.02
45.44
N 3
4
°
5
4
'
2
3
"
W
8
3
.
7
1
C34
20.00 N 3
4
°
5
4
'
2
3
"
W
8
3
.
8
3
C39
20.00
N 3
4
°
5
4
'
2
3
"
W
8
3
.
4
8
16.16
C35
32.06
N 3
5
°
3
2
'
3
3
"
W
8
2
.
8
9
32.9
9
N 3
6
°
1
0
'
4
3
"
W
6
1
.
4
2
33.53
20.0
0
20.0
0
20.8
2
35.74
N 68°03
'
5
2
"
E
8
0
.
0
7
N 69°57
'
4
9
"
E
1
0
2
.
7
7
N
5
°
4
8
'
1
3
"
W
7
3
.
5
1
N 70°15
'
3
4
"
E
4
2
6
.
0
5
A
5'
A10
'
28
27
22
'
28
'
22
'
28
'
E. GILM
A
N
A
V
E
.
PARK HILL ESTATES
VOL. 33, PG. 45
N 54°
3
4
'
2
2
"
E
N 80°36'24" E
N 70°15
'
3
4
"
E
N 60°
4
3
'
5
8
"
E
N 55°
2
3
'
4
0
"
E
N 58°
4
6
'
5
8
"
E
E. G
I
L
M
A
N
A
V
E
.
THIS PO
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
THIS
P
O
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD
P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
A10
'
N 54°
5
1
'
1
4
"
E
R=600.00 Δ=28°42'26"L=300.62
Δ=12°16'08"L=62.09
R=289.95
N 53°
4
9
'
1
7
"
E
1
4
3
.
5
0
A
5'
A
5'
A 10
'
A
10'
22'
28'
N
1
5
°
3
5
'
5
1
"
W
8
7
.
0
9
15'
L=19.57'
TRACT K
TRACT K
TRACT A
TRACT A
UNPLATTED
TPN 31050100301300
N 57°
4
3
'
3
6
"
E
3
9
2
.
2
0
N 88°20'24" W 332.00
N 68°27
'
2
3
"
E
1
5
9
.
9
1
N 48
°
0
0
'
1
4
"
E
5
0
.
9
0
N 82°00'46" W 1
9
4
.
1
4
N 55°
5
6
'
2
6
"
E
2
0
9
.
7
5
N 80°55'18" E 1
0
3
.
6
0
N 73°11'3
4
"
E
3
1
0
.
2
0
TRACT B
ACCESS EASEMENT AS SHOWN ON BOUNDARY LINE
ADJUSTMENT AFN. 200909225008. SAID DOCUMENT
CONTAINS NO CONVEYANCE LANGUAGE, FOR EASEMENT.
TO BE EXTINGUISHED.N 86°56'46" E 48.02
ACC
E
S
S
E
A
S
E
M
E
N
T
N
O
T
E
D
A
S
P
A
R
C
E
L
C
IN S
T
A
T
U
T
O
R
Y
W
A
R
R
A
N
T
Y
D
E
E
D
RECO
R
D
E
D
U
N
D
E
R
A
F
N
.
2
0
1
1
0
7
1
5
0
0
0
7
.
SEE
R
E
S
T
R
I
C
T
I
O
N
O
F
R
E
C
O
R
D
2
3
S
H
E
E
T
2
.
TO B
E
E
X
T
I
N
G
U
I
S
H
E
D
.
200' WIDE PSE EASEMENT AS SHOWN ON THE PLAT OF PARK HILL
ESTATES. EASEMENT DOCUMENTS RECORDED UNDER AFN'S 335394,
335395, 355389 DO NOT DEFINE A WIDTH AND THE DESCRIPTION FOR
DEFINING THE "PRIMARY CENTERLINE IS INSUFFICIENT TO BE PLOTTED.
AC
C
E
S
S
E
A
S
E
M
E
N
T
N
O
T
E
D
A
S
P
A
R
C
E
L
C
I
N
ST
A
T
U
T
O
R
Y
W
A
R
R
A
N
T
Y
D
E
E
D
R
E
C
O
R
D
E
D
UN
D
E
R
A
F
N
.
2
0
1
1
0
7
1
5
0
0
0
7
.
S
E
E
RE
S
T
R
I
C
T
I
O
N
O
F
R
E
C
O
R
D
2
3
S
H
E
E
T
2
.
T
O
B
E
E
X
T
I
N
G
U
I
S
H
E
D
DEDICATED TO THE
OWNER OF PARCEL
#31050100301300
N 83°22'47" E 69.81
84
.
9
2
N 79°44'54" E
4
4
.
2
4
TAG TABLE
TAG #
C24
C25
C26
C27
C28
C29
C30
C31
C32
C34
C35
C36
C37
C38
C39
RADIUS
311.95
311.95
578.00
261.95
627.99
627.99
627.99
628.00
628.00
578.00
578.00
628.00
628.00
628.00
578.00
DIRECTION/Δ
5°11'01"
7°05'07"
0°47'57"
12°16'08"
3°55'07"
6°18'11"
4°31'30"
1°49'33"
2°29'49"
4°30'46"
0°22'52"
3°21'01"
1°49'29"
1°49'29"
1°58'58"
LENGTH
28.22
38.58
8.06
56.09
42.95
69.08
49.60
20.01
27.37
45.52
3.84
36.72
20.00
20.00
20.00
TAG TABLE
TAG #
C40
C41
C42
L19
L20
L21
L22
L23
L24
RADIUS
1.50
1.50
628.00
DIRECTION/Δ
90°00'00"
90°00'00"
2°38'17"
N 73°19'00" E
N 16°41'00" W
N 73°19'00" E
N 16°41'00" W
N 73°19'00" E
N 49°30'49" E
LENGTH
2.36
2.36
28.91
22.50
3.50
21.00
3.50
22.50
12.26
5452
53
49
50
51
TRACT F
N 70°15
'
3
4
"
E
4
2
6
.
0
5
28
22
'
28
'
E. GILM
A
N
A
V
E
.
THIS PO
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
TRACT K
N 57°
4
3
'
3
6
"
E
3
9
2
.
2
0
TRACT B
71
70
6968
82 83
84
85
72
E. G
I
L
M
A
N
A
V
E
.
THIS
P
O
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD
P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
N 53
°
4
9
'
1
7
"
E
1
4
3
.
5
0
22'
28'
KEY MAP
SH
E
E
T
3
SHEET
5
SHEET
3
SHEET
4
SHE
E
T
60
SCALE: 1" =40'
8040
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
5
A
E
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE (NAD 83/91)
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS BEEN
MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C.
332-130-090.
2.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, UNLESS OTHERWISE
NOTED.
3.ALL DISTANCES FEET.
4.SEE SHEET 7 FOR DIMENSIONS, SQUARE FOOTAGES AND USES, OF TRACTS A, B, AND K.
LEGEND
SET 4" X 4" CONCRETE MONUMENT WITH 1-1/2" DIAMETER BRASS DISC STAMPED "35145" WITH 'X' IN A CASE.
SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "MGA 35145 48383"
EASMENT LEGEND
UTILITY EASEMENT. SEE EASEMENT PROVISION 1, SHEET 2.
PUBLIC WATER EASEMENT. SEE EASEMENT PROVISION 4, SHEET 2.
71
70
6968
67
66
82 83
84
85
8786
72
81 E. G
I
L
M
A
N
A
V
E
.
THIS
P
O
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD
P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
N 53
°
4
9
'
1
7
"
E
1
4
3
.
5
0
22'
28'
TRACT K
R=5
T=6
6
.
7
9
'
111
110109
108
71
96
95
94
93
97
98
70
6968
67
66
99
TRACT O
112
113
114
82 83
84
85
9190
89
88
8786
92
107
101 102
103
104
105 106
100
TRACT L
TRACT N
TRACT M
72
73
74
75
76
77
78
79
80
TRACT A
115
F
G
P
P
2,722 SF
1,808 SF1,822 SF
3,202 SF
1,583 SF
2,919 SF
1,946 SF
1,946 SF
2,531 SF
2,910 SF
1,678 SF
2,390 SF
2,205 SF
1,507 SF
1,498 SF
2,362 SF
3,043 SF
15,946 SF
2,396 SF
1,363 SF
1,358 SF
1,676 SF 1,673 SF
2,705 SF
2,391 SF
1,714 SF
1,680 SF
2,645 SF
2,447 SF
1,369 SF1,275 SF
2,954 SF
2,776 SF
1,627 SF
1,574 SF
2,505 SF
2,605 SF
1,353 SF
1,342 SF
2,716 SF
3,578 SF
(OPEN SPACE)
2,381 SF
(OPEN SPACE)
4,526 SF
(ACCESS/UTILITIES)
2,819 SF
3,952 SF
1,706 SF
1,706 SF
2,559 SF
2,559 SF
1,706 SF
1,706 SF
3,207 SF
175,801 SF
(SENSITIVE AREA)
3,037 SF
C37
N 2
8
°
2
6
'
4
1
"
W
8
3
.
5
5
C32
N 3
2
°
1
8
'
4
2
"
W
7
5
.
6
6
C42
N 3
6
°
1
0
'
4
3
"
W
7
4
.
8
3
20.00
C38
N 3
6
°
1
0
'
4
3
"
W
7
5
.
0
7
20.01
20.00
N 3
6
°
1
0
'
4
3
"
W
7
5
.
6
2
29.02
29.01
N 3
6
°
1
0
'
4
3
"
W
7
6
.
4
1
13.98
30.9
9
N 3
6
°
1
0
'
4
3
"
W
7
8
.
2
7
17.08
20.08
20.00
N 3
6
°
1
0
'
4
3
"
W
8
0
.
0
1
L39
10.05
36.4
8
N 3
6
°
1
0
'
4
3
"
W
5
5
.
0
8
5.79
L38
N 38
°
2
3
'
4
4
"
E
7
3
.
7
0
7.02
C65
C66 L41
C6
7
N 3
4
°
5
4
'
2
3
"
W
8
3
.
7
1
C34
N 3
4
°
5
4
'
2
3
"
W
8
3
.
8
3
C39
20.0
0
N 3
4
°
5
4
'
2
3
"
W
8
3
.
4
8
16.1
6
C35
32.06
N 3
5
°
3
2
'
3
3
"
W
8
2
.
8
9
32.99
N 87°10'15" E
39.04
N 3
6
°
1
0
'
4
3
"
W
6
1
.
4
2
33.5
3
20.5
4
N 3
6
°
1
0
'
4
3
"
W
6
6
.
1
0
20.0
0
20.5
4
N 3
6
°
1
0
'
4
3
"
W
7
0
.
7
9
20.00
30.9
4
N 4
0
°
0
8
'
4
1
"
W
7
7
.
8
1
C61
20.82
30.3
0
N 4
4
°
0
6
'
3
9
"
W
8
2
.
9
0
C60
20.0
8
N 44
°
0
6
'
3
9
"
W
8
4
.
9
8
C59
20.0
8
N 44
°
0
6
'
3
9
"
W
8
6
.
2
3
C58
34.4
5
C57
21.6
3
N 51
°
3
6
'
1
6
"
W
8
2
.
6
5
33.6
6
C56
20.1
7
N 51
°
3
6
'
1
6
"
W
8
0
.
0
0
20.
0
0
20.1
7
N 51
°
3
6
'
1
6
"
W
7
7
.
3
5
20.
0
0
33.5
0
N 51
°
4
7
'
4
9
"
W
7
2
.
9
6
33.
4
5
41.7
0 N 44
°
2
0
'
3
8
"
W
6
8
.
3
2
C51
18.6
7
20.0
0
N 44
°
2
0
'
3
8
"
W
6
7
.
1
7
C50
20.0
0 N 44
°
2
0
'
3
8
"
W
6
7
.
2
6
C49
12.3
0
31
.
8
6
N 3
9
°
2
8
'
1
4
"
W
8
3
.
4
1
3.80
C48
11
.
2
1
26.2
1
N 3
9
°
1
9
'
1
1
"
W
9
0
.
5
6
35.9
8
20.0
0 N 3
9
°
1
9
'
1
1
"
W
9
1
.
6
0
C47
12.8
5
6.62
13.88
N 3
9
°
1
9
'
1
1
"
W
8
7
.
7
1
C46
14.44
N 84°53'34" W
20.27
N 51
°
0
7
'
3
8
"
W
6
5
.
8
3
C45
30.
8
0
N 59°
2
2
'
2
4
"
W
6
8
.
2
4
C44
20.
0
0
N 59°
2
2
'
2
4
"
W
6
8
.
0
3
15.
3
1
C43
20.
0
0
N 59°
2
2
'
2
4
"
W
6
7
.
7
7
20.
0
0
45.
0
0
N 59°
2
2
'
2
4
"
W
6
7
.
2
0
45.
0
0
N 4
2
°
3
9
'
2
6
"
W
6
5
.
9
1
32.83
R=328.00Δ=23°35'44"L=135.08
91.
4
3
L34
L3
5
N 1
9
°
2
0
'
1
6
"
E
5
4
.
9
5
N 1
2
°
2
5
'
1
5
"
E
5
5
.
4
0
N 1
7
°
4
3
'
5
9
"
E
4
6
.
4
1
N 2
1
°
4
7
'
4
0
"
E
9
5
.
7
0
L36
N 4
2
°
3
9
'
2
6
"
W
1
1
8
.
2
9
43.
1
9
N 4
2
°
1
0
'
3
0
"
W
8
1
.
0
5
C55
19.81
20.
8
1
N 4
2
°
1
0
'
3
0
"
W
8
6
.
4
7
C54
26.
1
6
N 51
°
3
6
'
1
6
"
W
9
7
.
2
9
C53
30.
0
0
N 51
°
3
6
'
1
6
"
W
9
7
.
2
9
30.0
0
89.9
9
20.0
0
N 51
°
3
6
'
1
6
"
W
9
7
.
2
9
20.
0
0
20.0
0
N 51
°
3
6
'
1
6
"
W
9
7
.
2
9
20.
0
0
11.
6
1
L59
N 51
°
3
6
'
1
6
"
W
6
8
.
8
9
27.1
4
19.
4
3
L37
N 3
8
°
2
3
'
4
4
"
E
4
6
.
4
4
C62L40
C63
C64
18.8
1
47.0
5
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
27.0
5 N 52
°
3
4
'
2
0
"
W
40.2
1
20.
0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
20.0
0
20.0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
20.0
0
30.0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
30.0
0
30.0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
30.
0
0
20.
0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
20.
0
0
20.
0
0
N 51
°
3
6
'
1
6
"
W
8
5
.
2
8
20.
0
0
46.0
0
N 51
°
3
6
'
1
6
"
W
8
7
.
4
6
19.
4
2
A
5'
A
5'
A 5'
A
5'
A 5'
N 55°
2
3
'
4
0
"
E
N 58°
4
6
'
5
8
"
E
E. G
I
L
M
A
N
A
V
E
.
THIS
P
O
R
T
I
O
N
I
S
D
E
D
I
C
A
T
E
D
T
O
T
H
E
P
U
B
L
I
C
U
S
E
F
O
R
ROAD
P
U
R
P
O
S
E
S
U
P
O
N
T
H
E
R
E
C
O
R
D
I
N
G
O
F
T
H
I
S
P
L
A
T
.
N 54°
5
1
'
1
4
"
E
N 53
°
4
9
'
1
7
"
E
1
4
3
.
5
0
A
10'
22'
28'
TRACT K
TRACT K
TRACT K
TRACT A
TRACT Q
N 40
°
3
8
'
1
3
"
E
N 45
°
5
6
'
2
9
"
E
N 2
3
°
1
1
'
3
3
"
E
N 50
°
1
3
'
5
0
"
E
N 3
0
°
3
7
'
3
6
"
E
N 66°0
7
'
3
1
"
E
C68
N 38
°
2
3
'
4
4
"
E
1
8
0
.
8
3
67.9
1
N 38
°
2
3
'
4
8
"
E
N 3
1
°
4
8
'
5
7
"
E
N 3
8
°
2
3
'
4
4
"
E
1
2
5
.
7
8
R=500.00Δ=15°25'32"L=134.61
R=300.00Δ=15°05'59"L=79.06
N 53
°
2
9
'
4
3
"
E
5
2
.
6
3
R=300.00Δ=23°35'44"L=123.55
N 2
9
°
5
3
'
5
9
"
E
8
0
.
0
4
A
10'
A
10'
A
10'
N 3
6
°
2
7
'
4
0
"
W
7
0
.
6
4
N 3
9
°
1
0
'
4
8
"
W
9
2
.
5
3
15'
15'
15'
T=6
6
.
7
9
'
T=
3
9
.
7
6
'
T=6
2
.
6
6
'
T=
6
2
.
6
6
'
T=3
9
.
7
6
'
T=
6
6
.
7
9
'
22'
28'
22'
28'
F
F
G
G
ACCESS EASEMENT AS SHOWN ON BOUNDARY LINE
ADJUSTMENT AFN. 200909225008. SAID DOCUMENT
CONTAINS NO CONVEYANCE LANGUAGE, FOR EASEMENT.
TO BE EXTINGUISHED.
TRACT A
H
2.50'
5.00'
N 43
°
5
3
'
3
1
"
W
8
6
.
4
5
4.86
L46
N 45
°
5
6
'
2
9
"
E
4
2
.
3
6
L47
L48
14.85'
5'
5'
H
L49
L58
9.83
TAG TABLE
TAG #
C43
C44
C45
C46
C47
C48
C49
C50
C51
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
L34
L35
L36
L37
L38
L39
L40
L41
L46
L47
L48
L49
L58
L59
RADIUS
278.00
278.00
278.00
278.00
278.00
322.00
322.00
322.00
322.00
272.00
272.00
272.00
478.00
478.00
478.00
478.00
478.00
478.00
20.00
20.00
528.00
528.00
20.00
20.00
528.00
DIRECTION/Δ
23°35'44"
23°35'44"
8°42'12"
4°07'24"
1°28'37"
5°31'13"
3°33'34"
3°33'51"
2°27'20"
6°23'57"
4°12'52"
4°29'10"
0°30'29"
4°05'17"
2°23'55"
2°23'52"
4°16'25"
1°45'36"
98°39'16"
16°18'03"
5°28'57"
7°32'59"
20°15'04"
81°20'44"
2°23'36"
N 72°37'45" W
N 15°05'29" W
N 31°46'12" E
N 51°36'16" W
N 51°36'16" W
N 43°04'18" E
N 42°57'00" W
N 42°57'00" W
N 40°38'13" E
N 44°03'31" W
N 45°56'29" E
N 44°03'31" W
S 38°23'44" W
N 66°47'51" W
LENGTH
114.49
114.49
42.23
20.01
7.17
31.02
20.00
20.03
13.80
30.38
20.01
21.30
4.24
34.10
20.01
20.00
35.65
14.68
34.44
5.69
50.52
69.57
7.07
28.39
22.05
3.00
28.42
21.85
20.00
20.00
26.67
6.26
13.32
7.13
11.86
5.00
16.86
5.63
29.42
KEY MAP
SH
E
E
T
3
SHEET
5
SHEET
3
SHEET
4
SHE
E
T
6
0
SCALE: 1" =40'
8040
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
6
A
F
G
H
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE (NAD 83/91)
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS BEEN
MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C.
332-130-090.
2.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL
CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019, UNLESS OTHERWISE
NOTED.
3.ALL DISTANCES FEET.
4.SEE SHEET 7 FOR DIMENSIONS, SQUARE FOOTAGES AND USES, OF TRACTS A, K AND Q.
LEGEND
SET 4" X 4" CONCRETE MONUMENT WITH 1-1/2" DIAMETER BRASS DISC STAMPED "35145" WITH 'X' IN A CASE.
SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "MGA 35145 48383"
EASMENT LEGEND
UTILITY EASEMENT. SEE EASEMENT PROVISION 1, SHEET 2.
PUBLIC SANITARY SEWER EASEMENT. SEE EASEMENT PROVISION 5, SHEET 2. AND
DETAIL ON SHEET 7.
PUBLIC WATER EASEMENT. SEE EASEMENT PROVISION 6, SHEET 2. AND DETAIL ON
SHEET 7.
PRIVATE POWER EASEMENT. SEE EASEMENT PROVISION 8, SHEET 2.
TRACT P
TRACT A
(SENSITIVE AREA)
175,801 SF
TRACT G
TRACT F
TRACT J
TRACT H
TRACT I
TRACT Q
TRACT O
S 3
0
°
3
7
'
3
6
"
W
1
1
5
.
8
0
L47L46
L45
L4
4
L43
S 45
°
5
6
'
2
9
"
W
1
7
7
.
1
8
S 40
°
3
8
'
1
3
"
W
1
8
1
.
8
0
L42
S 54°
5
1
'
1
4
"
W
1
1
7
.
5
0
L41L40
L39L38L37
L36L35L3
4
L33
S 70°15
'
3
4
"
W
1
0
1
.
6
7
S 80°36'24" W
1
3
3
.
5
1
S 54
°
3
4
'
2
2
"
W
1
1
9
.
4
5
L3
2L31
L30
L29L28
L27
L26
L25
L24L23L22
L21L20
L19
L18L16
L17
L15L14L13L12
L11
L10
S 85°17'34" E 210.91 L65
C2
L64
L62
L63
C1
L61 L60 N 60°
4
3
'
5
8
"
E
1
0
8
.
3
7
L5
9
N 55°
2
3
'
4
0
"
E
1
1
7
.
0
0
L58 S 51
°
3
6
'
1
6
"
E
8
7
.
4
6
N 38
°
2
3
'
4
4
"
E
2
3
3
.
0
5
L57
L56
L55N 3
1
°
4
8
'
5
7
"
E
9
0
.
1
5
L54
L53
N 2
1
°
4
7
'
4
0
"
E
9
5
.
7
0
L5
2
L5
1
L5
0
L4
9
L48
L6
9
L68
L67
L66
N 56°
0
0
'
2
8
"
E
2
3
9
.
5
7
N 77°16'06
"
E
3
2
2
.
0
8
N 56°
2
2
'
0
6
"
E
2
2
6
.
5
6
N 3
3
°
3
7
'
5
4
"
W
8
2
.
5
0
N 89°18'44" W 209.38
S 72°46'
0
9
"
W
2
4
6
.
5
0
N 55°
5
6
'
2
6
"
E
2
9
3
.
9
0
L6
S 3
5
°
2
2
'
5
1
"
W
1
5
4
.
0
3
L8
L7
S
0
°
4
1
'
1
6
"
W
5
6
7
.
2
0
L9
S
0
°
4
1
'
1
6
"
W
3
9
5
.
2
6
N 77°16'06"
E
3
2
4
.
1
9
N 56°
2
2
'
0
6
"
E
2
2
7
.
8
0
L1
N 57°
4
3
'
3
6
"
E
3
9
2
.
2
0
S 88°20'24" E 332.00 N 68°27
'
2
3
"
E
1
5
9
.
9
1
L2
L3 S 82°00'46" E 19
4
.
1
4
N 2
6
°
1
0
'
2
8
"
E
3
4
2
.
7
0
N 2
2
°
5
6
'
2
8
"
E
2
5
5
.
4
8
N 2
0
°
3
9
'
3
9
"
E
3
4
4
.
9
3
S 43
°
5
4
'
4
6
"
W
2
5
4
.
1
9
S 49
°
1
8
'
5
3
"
W
1
9
5
.
1
3
S 56°
0
0
'
5
4
"
W
2
0
0
.
6
8
S 73°11'3
4
"
W
3
1
0
.
2
0
S 80°55'18" W
1
0
3
.
6
0
S 55°
5
6
'
2
6
"
W
2
0
9
.
7
5
N
0
°
4
1
'
1
6
"
E
8
1
3
.
5
9
TAG TABLE
TAG #
C1
C2
C3
C4
C5
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
RADIUS
1.50
1.50
478.00
522.00
278.00
DIRECTION/
90°00'00"
90°00'00"
11°11'05"
15°45'30"
N 24°29'54" W
S 00°19'06" W
N 48°00'14" E
S 15°47'04" W
S 13°32'48" W
S 05°36'13" W
S 37°32'03" W
S 37°39'00" W
S 89°18'44" E
S 63°37'57" W
N 89°50'13" W
N 69°05'23" W
N 87°33'39" W
N 77°43'13" W
N 89°46'23" W
N 81°10'44" W
N 58°55'56" W
S 88°21'30" W
S 81°38'16" W
S 74°38'17" W
S 60°21'50" W
S 34°55'10" W
L70
L7
2
L7
1
L7
3
TRACT K
(SENSITIVE AREA)
143,719 SF
TRACT B
(SENSITIVE AREA)
25,693 SF
TR
A
C
T
C
TRACT K
TRACT K
TRACT K
TRACT K
22
9
.
0
3
310
.
2
0
S 89°03'01" E 157.24 C3
C4
C5
N 70°15
'
3
4
"
E
1
0
6
.
2
3
L74 N 86°01'04" E 99.04
N 70°15
'
3
4
"
E
1
2
7
.
7
8
TRACT E
TRA
C
T
L
TRA
C
T
M
TRA
C
T
N
TAG TABLE
TAG #
C1
C2
C3
C4
C5
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
RADIUS
1.50
1.50
478.00
522.00
278.00
DIRECTION/Δ
90°00'00"
90°00'00"
11°11'05"
6°15'10"
15°45'30"
N 24°29'54" W
S 00°19'06" W
N 48°00'14" E
S 15°47'04" W
S 13°32'48" W
S 05°36'13" W
S 37°32'03" W
S 37°39'00" W
S 89°18'44" E
S 63°37'57" W
N 89°50'13" W
N 69°05'23" W
N 87°33'39" W
N 77°43'13" W
N 89°46'23" W
N 81°10'44" W
N 58°55'56" W
S 88°21'30" W
S 81°38'16" W
S 74°38'17" W
S 60°21'50" W
S 34°55'10" W
LENGTH
2.36
2.36
93.31
56.97
76.46
63.40
91.88
50.90
3.50
99.69
84.72
16.52
174.40
19.99
4.33
25.11
40.53
21.17
16.76
20.36
9.66
37.01
21.46
67.14
123.70
26.06
10.87
TAG TABLE
TAG #
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
RADIUS DIRECTION/Δ
S 76°17'39" W
S 63°42'24" W
S 37°26'23" W
S 50°28'29" W
N 52°50'04" W
N 41°52'49" W
S 39°50'41" W
S 64°30'00" W
S 50°55'19" W
N 19°44'26" W
S 86°56'46" W
S 19°44'26" E
S 77°49'06" W
S 75°15'32" W
S 66°38'14" W
S 84°43'07" W
S 70°47'30" W
S 49°30'49" W
N 34°54'23" W
S 87°10'15" W
S 43°43'12" W
S 23°11'33" W
S 50°13'50" W
S 66°07'31" W
N 84°53'34" W
S 72°37'45" E
N 15°05'29" W
LENGTH
18.75
14.18
35.82
30.38
9.93
16.88
25.39
31.81
43.57
20.08
48.02
15.13
48.31
26.93
31.26
45.18
25.51
12.26
12.04
39.04
12.30
43.07
52.83
28.32
20.27
71.58
28.42
TAG TABLE
TAG #
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
RADIUS DIRECTION/Δ
N 19°20'16" E
N 12°25'15" E
N 17°43'59" E
N 31°46'12" E
S 42°39'26" E
N 51°36'16" W
N 38°23'48" E
N 52°34'20" W
N 58°46'59" E
N 32°18'42" W
N 83°22'47" E
N 73°19'00" E
N 73°19'00" E
N 16°41'00" W
S 16°41'00" E
N 73°19'00" E
S 79°44'54" W
S 68°03'52" W
S 69°57'49" W
N 05°48'13" W
S 59°22'24" E
N 00°41'16" E
N 00°41'16" E
N 00°41'16" E
N 79°45'54" E
LENGTH
54.95
55.40
46.41
21.85
52.38
7.30
77.81
40.21
47.20
8.58
69.81
22.50
21.00
3.50
3.50
22.50
44.24
80.07
102.77
73.51
82.52
52.49
43.94
5.14
31.56
E. G
I
L
M
A
N
A
V
E
.
TRACT L
TRACT M
TRACT N
72
74
75
76
77
78
79
80
93
L1
N 38
°
2
3
'
4
4
"
E
9
1
.
5
1
L2
N 3
8
°
2
3
'
4
4
"
E
1
9
5
.
2
0
L5
N 38
°
2
3
'
4
4
"
E
8
8
.
6
1
L8
C1
L7
L6 N 38
°
2
4
'
1
8
"
E
6
8
.
6
3
L4
N 38
°
2
4
'
1
1
"
E
1
9
7
.
1
8
L3
N 38
°
2
4
'
1
8
"
E
1
1
3
.
5
3
C2
TAG TABLE
TAG #
C1
C2
L1
L2
L3
L4
L5
L6
L7
L8
RADIUS
528.00
528.00
DIRECTION/Δ
0°35'46"
0°19'58"
N 45°33'56" W
N 51°36'16" W
N 51°35'49" W
N 51°35'42" W
N 51°36'16" W
N 48°22'34" W
N 48°22'34" W
N 45°33'56" W
LENGTH
5.49
3.07
34.67
15.00
15.00
15.00
15.00
42.90
44.46
32.65
L
M
L
L
M
M
PUBLIC SANITARY SEWER EASEMENT. SEE EASEMENT PROVISION 5, SHEET
2.
PUBLIC WATER EASEMENT. SEE EASEMENT PROVISION 6, SHEET 2.
L
M
TRACT M SEWER AND WATER EASEMENT DETAIL
0
SCALE: 1" =
200100
100'
SW 1/4 SW 1/4, AND GOV'T LOTS 7, 9 & 10, SEC. 1, TWP. 31N., RGE. 5E., W.M.
CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON
CITY OF ARLINGTON FILE NO. PLN#892
GILMAN WALK, A PLAT COMMUNITY VOL/PG
VO
L
/
P
G
P.O. BOX 289, WOODINVILLE, WA 98072
425.486.1252 | WWW.MEADGILMAN.COM
SHEETPROJ. NO.7OF21006
MEAD GILMAN
LAND SURVEYORS
7
MERIDIAN
WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE (NAD 83/91)
NOTES
1.A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY.
ALL EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE
MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C.
332-130-090.
2.THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL CONTROL
INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2019,
UNLESS OTHERWISE NOTED.
3.ALL DISTANCES FEET.
LEGEND
SET 4" X 4" CONCRETE MONUMENT WITH 1-1/2" DIAMETER BRASS DISC STAMPED
"35145" WITH 'X' IN A CASE.
SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP STAMPED "MGA 35145
48383"
Exhibit B
Gilman Walk Termination Access
Easement and ROW Dedication±City of Arlington
Date:
File:
Cartographer:
Maps and GIS data are distributed “AS-IS” without warranties of any kind, either express or
implied, including but not limited to warranties of suitability for a particular purpose or use. Map
data are compiled from a variety of sources which may contain errors and users who rely upon the
information do so at their own risk. Users agree to indemnify, defend, and hold harmless the City of
Arlington for any and all liability of any nature arising out of or resulting from the lack of accuracy or
correctness of the data, or the use of the data presented in the maps.
Scale:
Name: EasementsLayouts
Name of Map: Gilman Walk
11/16/2021 akc
Le
g
e
n
d
Termination Access
Easement
ROW Dedication
NBECKYAVE
E 5TH ST
EGILMANAVE
E DIVISION ST
PARK HILLDR
N
A
L
C
A
Z
A
R
A
V
E
SR
5
3
0
1:4,500
City Limits
Termination Access Easement
ROW Dedication
Aerial 2020
Exhibit C
RESOLUTION NO. 2021- XXX
A RESOLUTION REGARDING THE PROPOSED DEDICATION OF RIGHT OF WAY, UTILITY EASEMENT AND
OPEN SPACE LOCATED WITHIN THE FINAL PLAT OF GILMAN WALK UNIT LOT SUBDIVISION
WHEREAS, the City of Arlington has identified public right of way (E Gilman Avenue and Gilman
Way), utility easements (#1-10 on sheet 2 of the final plat map) and Open Space (Tract P and Tract Q)
within the Gilman Walk Unit Lot Subdivision and wishes to accept dedication of said public roadways,
utility easement, and open space; and
WHEREAS, it was identified that LGI Homes – Washington LLC constructed the public roadways,
created the utility easement tracts, and created open space tracts; and
WHEREAS, the City has determined that the public roadways and utility easements are
necessary to the City’s operation; and
WHEREAS, the City has determined that the open space tracts are an opportunity to gain
additional public open space; and
NOW, THEREFORE, the City Council of the City of Arlington Washington do hereby resolve as
follows:
1. The City Council accepts the dedication of public right of way of E Gilman Avenue and
Gilman Way as depicted on the Final Plat map of Gilman Walk Unit Lot Subdivision.
2. The City Council accepts the utility easements listed as #1-10 on sheet 2 of the Final Plat
map of Gilman Walk Unit Lot Subdivision.
3. The City Council accepts the dedication of open space (Tract P and Tract Q) as depicted on
the Final Plat map of Gilman Walk Unit Lot Subdivision.
APPROVED by the Mayor and City Council of the City of Arlington this 6th day of December,
2021.
CITY OF ARLINGTON
______________________________
Barbara Tolbert, Mayor
ATTEST:
__________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
__________________________________
Steven J. Peiffle, City Attorney
City of Arlington Council Agenda Bill Item: WS #3 Attachment CCOUNCIL MEETING DATE: November 22, 2021 SUBJECT: Proposal from consultant Murraysmith (MSA) for design of Prairie Creek /BNSF Culvert ATTACHMENTS: Scope and Fee from MSA DEPARTMENT OF ORIGIN Public Works; Jim Kelly, Director 360-403-3505 EXPENDITURES REQUESTED: $152,088.00 (Design only) BUDGET CATEGORY: FEMA Grant / Storm Capital Fund BUDGETED AMOUNT: $ 1,492,500.00 (Design and Construction) LEGAL REVIEW: DESCRIPTION: This is a proposal from MSA to update the final design for the BNSF culvert on Prairie Creek in order to complete the final culvert in the Prairie Creek culvert project. HISTORY: In 2012, the City began working to mitigate flooding impacts to businesses along 204th St. and in the Jensen Business Park that was caused by a developer’s rerouting of a drainage way into Prairie Creek. The culverts at 71stAve, 74th Ave, 204th Ave, BNSF, and 69th Ave were undersized to pass the increased flow. The City contracted with Murraysmith in 2012 for analysis, permitting and design of larger fish-passable culverts and channel restoration to resolve the flooding issue and make this creek capable of passing 100-yr storm event. All culvert replacement and creek restoration work has been completed except for replacement of the culvert crossing beneath the BNSF railroad tracks and restoration of the creek channel immediately upstream from the culvert. The City applied for and received a grant from FEMA to fund this final flooding and creek restoration work. Phase 1 is for the design phase and the City has elected to continue with the original design firm, MSA, for
Project, and authorize the Mayor to sign the contract.”
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 1
EXHIBIT A
SCOPE OF WORK AND FEE
PRAIRIE CREEK DRAINAGE IMPROVEMENTS PHASE 2B
CITY OF ARLINGTON, WASHINGTON
Background
Murraysmith (Consultant) has developed the following scope of work for engineering services to
assist the City of Arlington (City) with preparing bid documents for the Prairie Creek Culvert
Replacement project. The City received grant funding from FEMA in 2020 to support the
construction of the BNSF culvert, which was removed from a previous phase of the project. This
new project is referred to as Prairie Creek Drainage Improvements Phase 2B.
The scope of work has been developed based on the discussions with the City and Consultant’s
understanding of the services desired.
Purpose
The primary task is the preparation of bid documents for the construction of a replacement culvert
under the BNSF railroad near the intersection of 204th Street NE and 69th Avenue NE. The City
will lead permitting for the project, and Consultant will support the permitted effort as requested.
Scope of Work
The proposed scope of work (SOW) is divided into the following major work tasks.
Task 1 – Project Management
Task 2 – Prepare Bid Documents
Task 3 – Permitting Assistance (Contingency Task)
Task 4 – Bidding Assistance
Task 5 – Services During Construction (Deferred)
The above major work tasks are described as follows.
Task 1 – Project Management
Work under this task includes finalizing project scope and general project management for the
duration of the project. The duration of services is anticipated to be complete in January 2020.
Subtasks include:
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 2
1.1 Overall Project Management
Project management will include project start-up, in-house review and task coordination,
coordination with City staff, preparation of monthly progress reports, tracking of project costs,
updating project schedules, and preparation for and attendance at various project-related
meetings not provided for elsewhere in other work tasks.
City Responsibilities
1. Provide landowner, business owner, and/or tenant contact information to Consultant in
spreadsheet format (owner name, tenant name, business name, site address, mailing
addresses for each party, tax lot ID, and other pertinent contact info obtained).
2. Provide available as-built and mapping information for project area and immediate vicinity
(pdf and CAD format when available).
3. Obtain Permits of Entry or provide access easements to property belonging to others.
4. Lead and manage the public involvement process, if applicable. Manage the relationship
with the railroad and other jurisdictions involved in the project, with adjacent property
owners, and with the general public.
5. Lead and manage the right-of-way acquisition process, if applicable. Other tasks may
include assigning right-of-way file numbers, generating property descriptions, and exhibits.
Assumptions
1. Services will be provided through project bid advertisement in March 2022 in accordance
with the estimated schedule in this scope of work.
Deliverables
1. Correspondence, e-mails, and other documentation
2. Monthly billing statements and activity reports (PDF)
Task 2 – Prepare Bid Documents
This task will produce bid-ready plans and specifications.
2.1 Geotechnical Engineering & Site Visits
Review previous reports and explorations at the site as a basis for providing geotechnical
engineering services in support of the PS&E design, including:
1. Geotechnical and Civil staff will complete a site visit to evaluate current site conditions to
confirm they are consistent with previous work at the site.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 3
2. Provide shallow foundation design recommendations for the culvert including allowable
soil bearing pressures, minimum embedment, and subgrade preparation.
3. Evaluate lateral pressures for design of headwall and wing wall retaining structures,
including seismic pressures and surcharges, as appropriate. This will include an evaluation
of retaining wall alternatives and recommendations for backfill and wall drainage.
4. Provide friction coefficients.
5. Provide recommendations for temporary slopes and shoring, and construction dewatering
considerations.
6. Provide site preparation and earthwork recommendations including structural fill content
and placement criteria, wall backfill criteria, culvert subgrade preparation, and
recommendations for culvert bedding or base layers, as appropriate.
7. Provide permanent slope recommendations.
Assumptions
1. Previous geotechnical field explorations are sufficient to meet BNSF structural
requirements. Additional field explorations are excluded from this SOW.
2. For budgeting, civil discipline site visits will include two staff members and require 8 hours
per staff for preparation, travel, site activity, and recording.
Deliverables
1. Present geotechnical recommendations and conclusions in a written report along with
supporting subsurface information and figures.
2. Civil site notes/memorandum.
2.2 Plans, Specifications and Estimate (60% Draft)
The plans and specifications that were prepared as part of the Prairie Creek Phase 2A project will
be updated to reflect only the work associated with the BNSF culvert replacement. Update design
plans, specifications, and engineer’s opinion of probable construction costs. A list of drawings
anticipated in the complete plan set is provided below.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 4
G2 Legend, Abbreviations, and General Notes (update project title, date)
C1 Existing Conditions, Site Preparation and Erosion Control Plan
C4 BNSF Railroad Plan and Profile
C6 Civil Details 2
S2 Structural Details 2 (Retaining Walls)
2.3 Plans, Specifications and Estimate (90% Draft)
Update the plans and specifications pending City review comments from the 60% Draft and
resubmit.
2.4 Plans, Specifications and Estimate (Bid Ready)
Prepare final bid ready plans, specifications, and estimate after permit approvals to include all
environmental permit conditions.
City Responsibilities
1. Complete review of the draft bid-ready submittal and provide one (1) compiled written set
of comments.
2. Provide electronic copy of required “front end” contract documents (MS Word).
3. Establish survey control and field locate existing property/right-of-way (ROW) monuments
within the limits of survey; review existing right-of-way records (i.e., surveys, plats, deeds,
and right-of-maps). City will provide survey data for ROW and property boundaries on both
projects.
4. Provide direction on pavement section design if applicable, anticipated to include five (5)
inches of ACP over 12 inches of aggregate base.
5. Lead and manage utility coordination and relocations, with supporting exhibits provided
by Consultant.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 5
6. Supply templates of City standard and supplemental specifications.
7. Supply and assemble all typical City “front end” contract documents for the construction
bid package including invitation to bid, instructions to bidders, bid proposal, bonds,
certificates of compliance, contract, general conditions, etc.
8. Provide bid advertisement and bid document publication, advertisement, and printing
services.
Assumptions
1. City review period is two (2) weeks.
2. Project special provisions will be updated to reflect the WSDOT 2022 Standard
Specifications.
3. Consultant shall apply a Washington Professional Engineer’s stamp with signature and date
on the final bid-ready edition of the design plans and specifications.
4. Utility relocation designs provided by others, if applicable.
5. Traffic control and/or detour plans are not required.
6. Previous boundary and topographic survey information remains sufficient; no additional
survey work is required.
7. Culvert construction is limited to the railroad’s property and improvements within the
City’s right-of-way or other private properties are not required, such as ADA ramps,
sidewalks, roadway, signage, illumination, etc.
8. BNSF will require a manufacturer designed precast reinforced concrete box culvert to
accelerate the construction schedule and minimize track closures. Cast-in-place concrete
or MSE wingwalls or retaining walls designed by the consultant are assumed on the ends
of the culvert. The scope includes consultant support during Task 2.2 to coordinate with a
precast culvert manufacturer for BNSF structural requirements. The PS&E deliverables will
then specify the manufacturer of the culvert, with an option for the Contractor to furnish
an ‘or equal’ product, avoiding a sole source product specification.
Deliverables
1. Submittals to include plans (PDF), contract documents and specifications (MS Word and
PDF), and engineer’s opinion of probable construction cost (PDF) for City review.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 6
Task 3 – Permitting
The City is leading permitting and will use previous documentation, reports and exhibits
prepared by others to obtain regulatory approval for the project. If the City’s permit
coordination results in the need for Consultant support, the following contingency tasks will be
authorized as needed.
3.1 Regulatory Agency Meetings (Contingency)
Meet with the City and other environmental agencies having jurisdiction over the project, such
as the Washington Department of Fish and Wildlife (WDFW). The City will coordinate and
schedule the meeting(s).
Assumptions
1. Attend up to two (2) virtual meetings, as requested by the City.
2. For budgeting, meetings will include attendance by two (2) Consultant staff members and
will require three (3) hours for each staff to prepare, attend and generate meeting notes.
Deliverables
1. Meeting notes (pdf)
3.2 Stream Simulation Approach for Fish Passage (Contingency)
Previous phases on the project were documented using Stream Simulation design processes
under WDFW’s Design of Road Culverts for Fish Passage (2003). Deferring the BNSF culvert
resulted in revision to the design standard, which now includes the Stream Simulation
requirements of WDFW’s Water Crossing Design Guidelines (2013, Chapter 3). The Stream
Simulation design approach for both versions of these guidelines appear similar.
This task includes developing supporting exhibits and a brief technical memorandum citing the
requirements for the Stream Simulation design option to facilitate the City’s permitting activity.
Assumptions
o The BNSF culvert will require a 16’ span, consistent with the existing adjacent
downstream (Haskens Road) culvert.
Deliverables
1. Draft and Final Technical Memorandum (PDF) with supporting exhibits.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 7
3.3 No Slope Fish Passage (Contingency)
The Regulatory Agencies may permit a No-Slope design for the culvert, as defined by the
WDFW’s Water Crossing Design Guidelines (2013, Chapter 2). Successful fish passage can be
expected if the culvert is sufficiently large and is installed flat, allowing the natural movement of
bedload to form a stable bed inside the culvert.
This task includes developing supporting exhibits and a brief technical memorandum citing the
design requirements for the No Slope design option to facilitate the City’s permitting activity.
Assumptions
1. The information needed for the No-Slope Design Option includes information from prior
studies or provided by others, including:
o the average natural channel-bed width,
o the natural channel slope,
o the elevation of the natural channel bed at the culvert outlet, and
o the evaluation of potential headcut impacts upstream of the culvert.
Deliverables
1. Draft and Final Technical Memorandum (PDF) with supporting exhibits.
3.4 Hydraulic Fish Passage (Contingency)
The Regulatory Agencies may permit a Hydraulic Design for the culvert, as defined by the
WDFW’s Water Crossing Design Guidelines (2013, Chapter 6). Hydraulic design for culverts has
limited application in exceptional circumstances where constraints prevent use of bridges, no-
slope and stream simulation of culverts.
This task includes developing supporting calculations, exhibits and a brief technical memorandum
citing the design requirements for the hydraulic design option to facilitate the City’s permitting
activity.
Assumptions
1. The design velocity of 4 feet per second for a 6” trout is the adult migratory fish standard
during the 10-percent chance of exceedance flow.
Deliverables
1. Draft and Final Technical Memorandum (PDF) with supporting exhibits.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 8
Task 4 – Bidding Assistance
This task includes supporting the City on an as-needed basis in providing assistance during bidding
of the project.
4.1 Bidder Inquiries
With direction from City, respond to questions from bidders, subcontractors, equipment suppliers,
and other vendors regarding the project and plans and specifications. Maintain a written record
of communications during bidding process.
4.2 Addenda
Assist the City in the preparation of any addenda as necessary to clarify the contract documents.
City shall coordinate distribution of addenda.
4.3 Pre-Bid Meeting
Attend a voluntary or mandatory pre-bid meeting conducted by the City to review the project with
prospective bidders.
Assumptions
1. Attend up to one (1) virtual meeting, as requested by the City.
City Responsibilities
1. The City will take the lead in tasks associated with printing bid documents, document
distribution, bid advertisement, addenda distribution, plan holder administration, bid
evaluation, bid tabulation, etc.
Deliverables
1. Bidder communications log (MS Word)
2. Addenda as required for the City to distribute to plan holders, up to two (2) (PDF)
Task 5 – Services During Construction (Deferred)
Estimated Schedule
Consultant shall begin work immediately upon receipt of Notice to Proceed from the City and
proceed according to the preliminary estimated schedule presented below, which reflects the
City's desire to complete construction by Fall 2022.
EXHIBIT A
City of Arlington MURRAYSMITH Prairie Creek Phase 2B
November 2021 9
Notice to Proceed November 15, 2021
60% PS&E Submittal December 2021
Updated Permitting Documents/Permit Applications January 2021
90% PS&E Submittal February 2022
Final PS&E Submittal March 2022
Bid Advertisement April 2022
Contracting May 2022
Construction Notice to Proceed June 2022
Precast culvert submittal and manufacturing June - July 2022
Site preparation and excavation July 2022
In-water work window July – Sept 2022
Assumptions
1. The schedule shall be equitably adjusted to account for delays that are outside of the
Consultant’s control.
2. COVID has significantly impacted State and Federal agency permit review times, which can
span three (3) to six (6) months. The City will lead environmental coordination and
permitting.
3. BNSF coordination is required to further identify allowable track closure durations. The City
will lead BNSF coordination and permitting.
4. The schedule is aggressive and will require design and/or construction contracting to
proceed in parallel with permitting. The City will procure the culvert during preparation of
bid documents, and the construction contract will reflect an Owner furnished culvert.
Fee Estimate
The proposed fee estimate by task is based on an estimate of time and material to complete the
work described and is attached in Exhibit B.
Assumptions
1. The budget shall be equitably adjusted to account for unforeseen permitting or railroad
requirements.
EXHIBIT B
PRAIRIE CREEK DRAINAGE IMPROVEMENTS PHASE 2B
CITY OF ARLINGTON
PROPOSED FEE ESTIMATE
Principal Engineer
VI
Professional Engineer
IX
Professional
Engineer V
Engineering
Designer III Technician IV Administrative III Hours Labor Geotechnical Structural
Subconsultant Total
with Markup Expenses Total
GeoEng CG
Lindberg McMurtrey Marx DeHaven
$85.62 $61.78 $46.81 $39.42 $42.65 $36.33
Task 1 - Project Management
Task 1.1 - Overall Project Management 2 8 28 4 42 7,884$ 10$ 7,894$
Task 1 Subtotal 2 8 28 0 0 4 42 7,884$ -$ -$ -$ 10$ 7,894$
Task 2 - Final Design
Task 2.1 - Geotechnical Engineering & Site Visits 2 8 8 18 3,212$ 10,789$ 11,868$ 30$ 15,110$
Task 2.2 - PS&E (60%)2 26 32 80 60 2 202 35,464$ 1,580$ 6,870$ 9,295$ 1,080$ 45,839$
Task 2.3 - PS&E (90%)3 20 24 56 40 2 145 25,704$ 1,580$ 3,520$ 5,610$ 720$ 32,034$
Task 2.4 - PS&E (Bid Ready)2 16 20 32 24 2 96 17,212$ 1,439$ 2,990$ 4,872$ 432$ 22,516$
Task 2 Subtotal 7 64 84 176 124 6 461 81,592$ 15,388$ 13,380$ 31,645$ 2,262$ 115,499$
Task 3 - Permitting
Task 3.1 - Regulatory Agency Meetings (Contingency)6 6 12 2,418$ -$ -$ 2,418$
Task 3.2 - Stream Simulation Fish Passage (Contingency)1 2 4 16 4 1 28 4,868$ -$ -$ 4,868$
Task 3.3 - No Slope Fish Passage (Contingency)1 2 4 16 4 1 28 4,868$ -$ -$ 4,868$
Task 3.4 - Hydraulic Fish Passage (Contingency)1 4 4 32 4 1 46 7,952$ -$ -$ 7,952$
Task 3 Subtotal 3 14 18 64 12 3 114 20,106$ -$ -$ -$ -$ 20,106$
Task 4 - Bidding Assistance
Task 4.1 - Bidder Inquiries and Addenda 1 4 4 8 8 1 26 4,652$ 1,439$ 920$ 2,595$ 144$ 7,391$
Task 4.2 - Pre-Bid Meeting 2 4 6 1,168$ -$ 30$ 1,198$
Task 4 Subtotal 1 6 8 8 8 1 32 5,820$ 1,439$ 920$ 2,595$ 174$ 8,589$
TOTAL - ALL TASKS 13 92 138 248 144 14 649 115,402$ 16,827$ 14,300$ 34,240$ 2,446$ 152,088$
Staff Name
Subconsultants
City of Arlington
October 2021
\\arlington\city\PW_Admin\Contracts\MSA Contracts\10_Prairie Creek BNSF Culvert\Copy of Prairie Creek Ph 2B Fee (FINAL 11-04-21).xlsx
Murraysmith
Prairie Creek Drainage Improvements Phase 2B
Page 1
City of Arlington Council Agenda Bill Item: WS #4 Attachment DCOUNCIL MEETING DATE: November 22, 2021 SUBJECT: Adopt Budget Ordinance Amending the 2021 Budget and Modifying the 2022 Budget ATTACHMENTS: Ordinance Amending Ordinance 2020-029 which adopted the 2021-2022 Biennial Budget Exhibit A – 2021Budget Amendments By Fund Exhibit B – 2022 Budget Modifications By Fund
Workshop; discussion only. At the December 6, 2021 Council meeting, after the public hearing, the recommended motion will be, “I move to approve the Ordinance Amending Ordinance 2020-029 which Adopted the 2021-2022 Biennial Budget of the City of Arlington by Providing Transfer and Adjustment Authority for Calendar Years 2021 and 2022, and authorize the Mayor to sign it”.
1
ORDINANCE NO. 2021—XXX
AN ORDINANCE AMENDING ORDINANCE 2020-029 WHICH ADOPTED THE
2021 – 2022 BIENNIAL BUDGET OF THE CITY OF ARLINGTON BY PROVIDING
TRANSFER AND ADJUSTMENT AUTHORITY FOR CALENDAR YEARS
2021 AND 2022
WHEREAS, staff has identified the need to make certain revisions to the 2021-
2022 Biennial Budget that were not foreseen when Ordinance No. 2020-029 was adopted
on November 16, 2020, and
WHEREAS, this ordinance was introduced with proper notice and citizens have
been given the opportunity to comment, and
WHEREAS, because this will require increasing the appropriation level in one or
more funds, an amendment is needed, NOW THEREFORE,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ARLINGTON WASHINGTON AS FOLLOWS;
Section 1. Pursuant to RCW 35A.34.130, the 2021 Budget section of the 2021-2022 biennial
budget is hereby amended to provide for adjustments to expenditures, and by providing
authority for any necessary transfers of money within or between funds as indicated in the
“Amendment” column on the attached document Exhibit A.
Section 2. That the attached is a summary of the amended budget for the year 2021 for the City
of Arlington and that copies of the detailed amended budget are available to any interested
taxpayer at the Finance Department, City Hall, Arlington, Washington.
Section 3. Pursuant to RCW 35A.34.130, the 2022 Budget section of the 2021-2022 biennial
budget is hereby modified to provide for adjustments to expenditures, and by providing
authority for any necessary transfers of money within or between funds as indicated in the
“Modifications” column on the attached document Exhibit B.
Section 4. That the attached is a summary of the modified budget for the year 2022 for the City
of Arlington and that copies of the detailed modified budget are available to any interested
taxpayer at the Finance Department, City Hall, Arlington, Washington.
Section 5. This ordinance shall be in full force and effect five days after its passage and
publication of a summary consisting of the ordinance title hereof as authorized by law.
2
Passed by the City Council and APPROVED by the Mayor this 6th day of December, 2021.
CITY OF ARLINGTON
_______________________________
Barbara Tolbert, Mayor
ATTEST:
___________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
____________________________________
Steven J. Peiffle, City Attorney
EXHIBIT A
2021 BUDGET AMENDMENTS - ALL FUNDS
2021
ORIGINAL BUDGET
11/16/2019 AMENDMENTS FINAL BUDGET
GENERAL FUND 19,474,679$ 5,365,836$ 24,840,515$
GENERAL FUND MANDATORY RESERVE FUND -
PROGRAM DEVELOPMENT FUND 73,618 73,618
CED PERMITTING FUND 1,000,000 4,000,000 5,000,000
AMERICAN RESCUE PLAN 860,000 860,000
STREETS MAINTENANCE FUND 1,065,425 1,065,425
SOCIAL SERVICES FUND 5,000 5,000
GROWTH FUND 3,837,000 11,000 3,848,000
EMERGENCY MEDICAL SERVICES FUND 5,343,468 413,805 5,757,273
PUBLIC ART 67,500 34,000 101,500
LODGING TAX FUND 114,929 114,929
CEMETERY FUND 226,186 38,210 264,396
TRANSPORTATION SALES TAX FUND 2,283,450 2,283,450
REET 1 FUND 422,238 422,238
REET 2 FUND 271,150 271,150
CAPITAL FACILITIES/BUILDING FUND 150,000 98,809 248,809
BOND CONSTRUCTION FUND 4,501,000 4,501,000
TRANSPORTATION IMPROVEMENT FUND 5,723,300 1,884,000 7,607,300
PARK IMPROVEMENT 115,980 51,000 166,980
LIBRARY CAPITAL IMPROVEMENT FUND 14,807 500 15,307
CEMETERY CAPITAL IMPROVEMENTS FUND - -
EQUIPMENT REPLACEMENT FUND 1,866,902 1,780,000 3,646,902
AIRPORT FUND 4,128,148 400,000 4,528,148
WATER FUND 3,668,752 3,668,752
SEWER FUND 5,773,097 122,000 5,895,097
WATER IMPROVEMENT FUND 6,028,500 6,028,500
SEWER IMPROVEMENT FUND 1,681,404 2,005,000 3,686,404
STORM WATER CIP FUND 2,007,500 2,007,500
AIRPORT RESERVE FUND - -
WATER/SEWER BOND RESERVE FUND - 19,850 19,850
STORMWATER MANAGEMENT FUND 1,036,906 1,036,906
AIRPORT CIP 882,000 882,000
MAINTENANCE & OPERATIONS FUND 1,698,424 179,100 1,877,524
CEMETERY PRE-NEED TRUST FUND 2,000 2,000
CITY FIDUCIARY FUNDS 137,000 17,700 154,700
CEMETERY ENDOWMENT FUND - -
-
GRAND TOTAL ALL FUNDS 73,526,745$ 17,354,428$ 90,881,173$
EXHIBIT B
2022 BUDGET MODIFICATIONS - ALL FUNDS
2022
ORIGINAL BUDGET
11/16/2019 MODIFICATIONS MODIFIED BUDGET
GENERAL FUND 19,789,565$ (1,452,508)$ 18,337,057$
GENERAL FUND MANDATORY RESERVE FUND - -
PROGRAM DEVELOPMENT FUND - -
CED PERMITTING FUND 1,000,000 1,500,000 2,500,000
AMERICAN RESCUE PLAN 1,076,310 1,076,310
STREETS MAINTENANCE FUND 1,136,280 1,136,280
SOCIAL SERVICES FUND 5,000 5,000
GROWTH FUND 818,333 2,245,593 3,063,926
EMERGENCY MEDICAL SERVICES FUND 5,820,422 (4,749,802) 1,070,620
PUBLIC ART 67,500 67,500
LODGING TAX FUND 157,115 157,115
CEMETERY FUND 229,061 11,800 240,861
TRANSPORTATION SALES TAX FUND 1,545,500 1,545,500
REET 1 FUND 422,638 422,638
REET 2 FUND 227,550 227,550
CAPITAL FACILITIES/BUILDING FUND - 500,000 500,000
BOND CONSTRUCTION FUND - 1,400,000 1,400,000
TRANSPORTATION IMPROVEMENT FUND 5,029,633 876,667 5,906,300
PARK IMPROVEMENT 980 980
LIBRARY CAPITAL IMPROVEMENT FUND - -
CEMETERY CAPITAL IMPROVEMENTS FUND - -
EQUIPMENT REPLACEMENT FUND 1,846,474 2,391,000 4,237,474
AIRPORT FUND 3,942,508 575,395 4,517,903
WATER FUND 3,858,896 3,858,896
SEWER FUND 5,858,077 5,858,077
WATER IMPROVEMENT FUND 4,580,000 4,580,000
SEWER IMPROVEMENT FUND 2,992,904 2,346,000 5,338,904
STORM WATER CIP FUND 720,000 720,000
AIRPORT RESERVE FUND 350,000 350,000
WATER/SEWER BOND RESERVE FUND - -
STORMWATER MANAGEMENT FUND 1,041,307 1,041,307
AIRPORT CIP 3,110,110 200,000 3,310,110
MAINTENANCE & OPERATIONS FUND 1,752,731 119,656 1,872,387
CEMETERY PRE-NEED TRUST FUND 2,400 2,400
CITY FIDUCIARY FUNDS 137,000 137,000
CEMETERY ENDOWMENT FUND -
-
GRAND TOTAL ALL FUNDS 66,441,984$ 7,040,111$ 73,482,095$
City of Arlington Council Agenda Bill Item: WS #5 Attachment ECOUNCIL MEETING DATE: November 22, 2021 SUBJECT: October 2021 Financial Report ATTACHMENTS: Financial Reports – Narrative General Fund Operating Statement Revenue Charts
AMERICAN RESCUE PLAN FUNDING STATUS UPDATE
11/22/2021
Laptops for remote work/field use $ 5,000
Third party on call emergency service in lieu of sharing
cell phone $ 5,100
of public spaces developed
of 80%)
Public Health Total
$1,071,395
$133,112
AMERICAN RESCUE PLAN FUNDING STATUS UPDATE
11/22/2021
Design/build food truck park $1,366,625
Food bank – food distribution $ 60,000 In discussions
Workforce development (partner with County) $ 25,00
Consultant for tourism recovery plan $ 50,000
Tourism event funding (similar to Lodging Tax Advisory
Committee) applications. Grants will be
installation week of 11/15
communications position)
mailing, email, phones calls,
website. Applications due by
Economic Recovery Total
$2,936,625
City of Arlington Council Agenda Bill Item: WS #6 Attachment F
Community and Economic Development
Monthly Status Report Reporting Period: October 2021
Staffing Report:
• Raelynn Jones completed her ICC Permit Technician examination this month.
Raelynn has been employed with the City since 2018 and is a highly valued
member of our CED team. Please congratulate her on this accomplishment
when you have the opportunity.
• CED has a new Planner II and her name is Rawan Hasan. Rawan has a
Master’s Degree in Urban Design and Planning from the University of
Washington and a Bachelor’s Degree in City Planning and Design from the
Jordan University of Science and Technology, Jordan. Rawan has
international planning experience while working as an urban planner and
designer at the Department of Antiquities of Jordan in the years 2016/2017.
Rawan is now learning about the less glamorous side of planning and all the
work involved in the processing/permitting of projects.
In addition to planning, Rawan enjoys architectural and interior design,
photography, graphic design, and community outreach.
Rawan is mother to a 3 year old little girl. In her free time, Rawan enjoys
traveling to discover new places and experience different cultures, hiking,
outdoor activities, landscape and architecture photography, sketching and
hand drawing, and tasting food of different cuisines. Please say hello when
you have the opportunity.
• CED staff had an opportunity to celebrate Halloween with our annual
costume showing and lunch. This years theme was, Alice Through the Looking
Glass.
Update on Current Contracts:
• HKP Architects to present “completed draft” of Development Standards for the
Old Town Residential District to CED Thanksgiving week.
• The 59th Ave. Complete Streets project is finally underway after several delays
and dealing with the extreme precipitation we have experienced this fall. Here
are a few construction photos showing the progress.
Challenges:
• Well, unfortunately we were not successful in obtaining a Transit Oriented
Development grant through the Department of Commerce. There were 10
available grants and those were given to cities that have or will receive light
rail within the next five years. There is still some available funding left in the
Housing Action Plan Implementation program, and we are going to submit
an application for the SP Blvd. subarea plan, as an implementation strategy
as identified in our adopted Housing Action Plan.
Opportunities:
• The resolution to create a “Center of Excellence” within the Airport Business
Park was presented to the Airport Commission, who approved and
recommended it to council. This resolution will be presented to City Council
as an action item in December.
New Programs/General Information Meetings:
• October has been very quiet for scheduling GIM’s, although there has been an
increase in phone calls and drop ins instead, so there is still interest in
development, but not as much feasibility being conducted at this time.
Current Development Activity
Upcoming Planning Commission Items:
1. McIlrath Hangars – Design review
2. Discussion of mixed-use development parking requirements
Upcoming Council Items:
1. Request for dedications of real property from Arlington 2.5M, LLC, for the
construction of the Roundabout at the intersection of SR 531/43rd Ave., the
frontage improvements on 172nd St., frontage improvements on 51st Ave.,
frontage improvements on 43rd Ave. and the construction of 168th St. along
the projects southern boundary.
2. Request of dedication of real property, Tract 2, from Magnolia Place at
Smokey Point. for future transportation improvements.